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Plans - - 1210 Osgood Street
CJMH_;68 �. H 15_ r _ �� � 1S1"inv W 138.8 rr I. 7W Pr.��Or n11s PLW 1s JTO WOW ME PKODOSM SIURMWA tM$MrICItAPE ruvn Rim-140.0 r r�r � . .L�31r�PC. •` PrPt~S T}lL�PR1NCE7LIV�srNc+?rr►.4Noolr�1tP nrt]tTliGwfS 12"ivut R5 2134.6 i "1 WA1HTl 1111�-' Rim=1414�3.5 r'• ���S.0,03 D �.' ®r Z PLVX P�TO ME 4XSW crWOMOvs Pt dN i PRVARM arr V,I A SSE& � � s " � SM46-147.5 r 5C- PoRT r 15 in 139.E : 12'hd +4 ilk',f1�4�ntavu PRLs�EA'n'BLCAYO.tRY.£�rs7At+C ltiac1p4,1PNr AArD 12"au�-. .6 r � t �Z riR�14!52Y r�� r rr EaISWV unurr�s,svrtWVA710V sum-132.6 0 r ISaLAT(}R Iz � r�15"out-139.5 i l,Pid � RQOFDRAf�I Proposed .x PXASr Nam rrz W C ucnaV t>Ernrt s>'ZM.wO NOMS fW nW7Hfx P j rf 1 tTap 13745� ,.L� L-hdpr; � o,ox $T in-1 .8' j� �' rf L�'' '� �4"ost }ffi142.5 8'otat 145.ti,I. x ttdp�r r 01:R135.0 I -0.a1 r rr r r .�»����-. �1NFp4il�ncrti cs•-1s � • ' r s�o. Mixe Use h�L1�BE2 _G��4a1 S2C 4E ,. He9lKRER�,PER�}'a 2F.� Rim-139.8 r° 1 fr L B' r r 7r21-1 ' r �2] 12"autffi135.3 r f rr 5 0'01 1�1 t Tw21 . r �� I Rim-I44-1' Sump 1gt3.5 fr _ Deveopmen� RimW141.0 ,� ; r Bottom Top Volume with 12"1�135 _ !�r 1 ry , System 01columns MRows Total Vavatlor, Eiovatlon 1s01atarftow(e.f.) € 1 1 r1 11 I' r Ir / 24 but 1 4.6 1 f 1 1 �- 1.1A 112 12 1,344 134.50 138.50 5,633 "� r ° 4 � � r- Rim 1 12!OtZ-136.6 t r! r r /f= 3t�hdpa, r 12"1 D>IH-73 1ltt 86 12 1,03Z 135.t10 739.00 3,591 5 K=132.6 1 DMH-23 r rr t r � '� r � 1 1 RO 8" K-44' r Rim�149.1 1,2A 3III 15 5,730 235.66 140.66 26,700 I 1 Rim=141.0 rl outm135. 1 ' 1'' .r /SaO.aS r 30�in 6.7 1.29 367 1s 5,505 136.00 141.00 24,445 x { rr r =o• ■ { ) t 12 1n-137.1 r1 L�11' 5"hdp . P,c}.`f . f 3D`nut-136. Sump 143.] Route I25❑s ad Sircct 1.3 332 7 Z324 142.00 14t.33 10.925 c� � 1�"out-135.5 �'0.01�� �� r _ � North A.ndovcr,Massachusetts 1.4 146 16 2,336 137.00 142.33 10,71t! ~- 7�li` 't �I 4 - 'f � [ 1� 12"tsd e, 5+�0.025 r _ d�"C r ��_ ¢ Rim 141.0 1.1 181 11 I,99I 142.33 146.W 9,9eS �`/ 1 L-0.01 15'Ir1-137,D r/r `r��a# �/' � .�• ! Pri9"A11BOFi71►2.2A 533 11 5.363 144.00 147.66 21.571 t 15"Atit 135.E I r r 2.28 300 8 Z.400 145.00 147.66 9,6N 1 rr t J 1 inv out=135.0 r � r � � Di�H 27 2.2C 81 11 891 145.00 148.66 3.934 �{ 1 `*Integrate w WOR � � �r ter' r' i ter' '12 hdpo. Rim-143.9 � r ,.,,r ■ 1 t(8x16'tt ron ' 12"in�14a.2 r Prznceon 2.2A 176 14 Z464 141.00 14ti.66 10.728 8 r / �; .A■ P 3 ' r�� ' 'r i' Vs aL-4'01 � � 3D"in 139.I 1 13 36a 14 5040 146.00 1%66 20191 ++y � / ♦ 15 hdpe 5 hd a, f� �r � �" �. -� � ! GtandTotal 36,920 15E,151 'rr Lp 0' L-li f rr 30'�qut�139IN Properties ! r / tt 5e p1 ,, 5-0.018 f r - N.I ! �� oti P �� r r .► ``• / /! ,,I v �� .,..._� ' �r Rlm=143.8 �- t J autffi14D.3 Rim�+140.8 ' r• r , �� Y - RiDMH-45.6 1115 Westford Strcct,4[h Floor 12 Out-*137, _ /�, �f � r r .--..--- i.1 �ti 12"in-141.9 LAtveil,Massachusetts 01851 tAPHIC SCALE ,INc1t=zor r 1 ` ..�i .-__� .I. j •' % SB--7 I '��.' . .' f 1r hd r L*�33' 30"in-14D.8 I r - 0 r4 F 150.5 O 10 zo 4a nn � I rr �r �� 1 1 � t .]9, ��� �� L _ 3D'ouf�140.7 ��U l.r� r �8=12 `'. 7 _ 155�145. I'1 I Rim=145.7 ` . PERMIT PLAN- i ,' ; ,__�.■ rt • I -�51 i i \ _ --..1_ ` F 12{out=14Z.3 5"out�+141.9 NOT FOR CONSTRUCTION M_` ;-;-__ rat SLOPE_ i ■%r t I'�f #, Ii I i 3a"hdp rx'h o s'-_ ASS� +I'� l rr t 1 SEE OETAtL FOR r r ,� , �� 5tAlRt1IA110N �r'r f I /rt] rf t� - t1~#�39z �r ���_ r rr I 1 -0.01r , �1 -14 B ,- Civil Engineers / Land Sttrvcynrs j � 1 tt �. � -��.......-............�. .� •^� >•�.-� _ ' rR1mU14.��� r r ' . I �� .--.�-. 3a in-141.5�-� � 1 r �Yr�'1x"hdpe ��12 u1=�#1.8 .` / 1 1 1 f r It pi L xx' 3Cf,aut�1 2. t / Wetland Srsent=sts .01 Ri m148 S} S t ■ `'�'�� r` •k _ _ �� r rr r� . r C rr rf tr12"1n(RD)-1I'cI� ,/ ,■ ' 12"K,14�.0 r' RIma1 �7 1 t 'L r r/``�- ■����y� _� ��r ■ Ss" . • tirrt�149.g rf f 7�4'IFi-I42 5 y .� _ / 72"hb2'0ut-142.3 /` 1 t t r � .psr 24"in=144.5 r t ?° /� t tt ��� 315 t1St StRIET uARLOaROUCH.UA 017s2 1 +� `� -r- - r ��►"�"�=0.tF1 rr_15"ingl'45.Z � -ram-•n pa. I 1 ��hdpe L+106 ■ tt �` VOICE(SDB)4OD-1111,F'AX(5W)4GQ--1121 4 1 ��-r ► `�� �� ��'� t�Inn-145.' L�10 SLO.o1 r 5 10 W.03 t Ys1If11HAH{17CKASSOGAtESCrJL1 Hk4DVI AL E' 1`�_ ��� r r�__.� Elm-4149.3 � t ' I2"nu�'i .B 15�� r � r�L.of ♦ vC' 'lk g6�' 4"hdpo, _ L34' 1 t f' _ dpa. _ 1 1 1 1 ++ 11 _rrrr ■i rAr L���°a2 -65'S�(1.1� R1iT1ffi147.5 � r m0.a 5efd40A/ f 1 � 1 4.0 r rB. 12 ou#�14&.1r✓/� //f �f t t -26 01 Rim-147.9 p°� f L-28'r 1 t $ ' -141 K 1 1 RImg-148.7 12"Out�t44.9 ,t; 12"in(RD)-145.5 _�� • _�� 1 t �� Rj148.6 / t 1 1 12"out-145.f�`,, o 'Ss 1 �� .'� Rim 1495 t R1rr1�148.6 t2 Hdpe. �2"in�144.8 FF=153. t " Rim-150.1 L�3g.S"`4 g1 1 /18"in-145.5 .� _r- . 12"out=146.k� DMIJ--B S I2 in 143.9 Zq'out 144.8 t 7-X 1 / r■ 1 1 " 12"out 4&.6 1 1 24 in�143.2 n Rim=150.9 t I1 1 /f { 1 24"out-143.1 --'-' r t ti� I r rr� r 12 irs=145.8 �.p� t __._ __ SB� � 1 # �t 12"in=145.0 t V II 1 �MEL ^~L / 1 1 1t 3 crc,tx/t5/s7 AM IYXAMR Roves ]5"out]44.5 t t Rim=150.0ry �y / 1 t 1 �� • r ID S`W-3 rr ff/f d / 12"in=146.2 ./�// i f // - z E1C M 10/z Ad LEM RE 8 C V 1 nlnt dP 1rIz111c Pf13t SEVIEIP rpiuttlts 1 B"its]45.8 NO,By APP DATE l5S1E/RE4190N OtsCRIP1ION I frr l/ 1 f 18'❑u t-145.7 I r ' ' t I ■ A - 1 RAwN 8Y 4 I �� �rrr �W^�� , r /f!✓�r!Jlf A N f t J If /!/// 1 r 1 �% f� j 0 s.�r� l rr f � � ■ / FF=151.5 R2"in147.8 ,' ■� . /I SB 1 � 15� r 11 •���1 Rim-15S}.D Ii�O� r 18 out-145.6 �` �� STORMA�R / 1 _ 1 r' ■ter �_ -- � 145.9 t 0 a#4) �- --._._ [N-4 12"in(RD)-146.D f� /�///��/J/ ��� 1 s t�1 ■ � ■ tt ,� 1 Z"out-145.8 !,�• i { /r'// � �--�s+1i� 1S.�qa �9. ,■ t ■�...._ +p r IN, 4�s� rr 0� 1 SI�V-3r Rim-152.5 SW-G t/ ttt -_M �r Rim-151. ' 2"out=149,D t t � `"7' _ 15"nu tt t, arra�»,�,-•,rx-•a-•rrd�sr r'r 12"nut-14S.4�--.�.... '__"__- -r�_.- _� tt �ti nwc: -._--- -- r -�-- _-._____.-___ .�.. _----_-_-__-�.____�, LAYOUT SPIV SHEET.r7 aF 34 PFtOJEeT NO. 1+7];3 Dim-W26 ISOLATOR RIIw,' 1 r' rr MATCHLINE(PLAN.3af3) PERMIT PLAN�- '� � Rim=14&9 r t `" r !' ➢MN-74 (9 SC-740}r r} t r r , NOT QR CONSTRUCTION 15'outa145.1 RItnn151.7 EL 1445�r t f•�- r /r rr r�' Ir.' MAINTENANCE T0)Raw(13 12"in�14 z - , -_ r ' / - Proposed 74D EL 147-83 -24'ffl i45.5 Rim�151.8 PORT 1 � rr r �! Rim=14$.6 - �4.IR /!!!i/!//////!/////r!/r/!//////! w r ! `� / (2)12'-14ZB3 ()144.5 12 out�148.3 � Y ! Rim-151.8 r 15'outm148.5 SOtATCIR ROW(4 SC-7403 45.5 r rr 18 hdpe;/ !' • / Sum a1 ,4e 5urtsp�14Z5 r 12"out�149.0,L�13' tr f 12"out�148fY L�17 r r! � Mixed Use - 1.8 DMH-62 r rr' ,' s�L16 rr i- Rim=157.1: Q� RIm=152_6 /! /! rr rr/r !r r f r ! 12"_0 3.1 Development 24"InR145.56 r f Rim�149.0 x4'au IR� 12"in +�14$.B r � 12"in=146.2 1S"aut,46 5 5.5 L-1 s=0.[,2 Q� r_- r'' ,/' r r2"nd i [�' ] EXISTIN ` 12"ctut�146 Rim M 153.$ r �4�- r l 5 0.02 12` Y 145.9 18"inY s 24'hdpu,L-4 s-oxi r r Rim=157.2 146.5 12"in-150.1 / / ` ' (2)12"in-153.0 TWI-f 8'S�0.02 =6'5�0.01 24"hdpe,L-,O'5$0.0, QMH-B� 12"out-149.t3 /' r' =Riln=15. '1 in=1515 111 24"(IR}=146.5 rf !r ! 12'hdpa, �8"out=iK Route 125(Osgood Street) ' r L-13' North Andover.Massachusetts ISOLATOR R 3 IrV-75 Sump-144.5 r rr ��.�- 5=1l.Oz � 5 310 EL.1 5. .�I ! r ISOLATOR ROW(7 r Y - r 8'hdpe r t Rim-1 .3 rWAAM Parr SC-740)EL 146.5 .� it 54! !' 12'oil 3.3 DMH-24 f dpu.5 0.01 r s r_. LA16' _ . 11-54' •�� _ _ Princeton A Rim�152.5 � 5�0.01 12"out-147.5,R�m149.6 5 0.0 4 30"in-145.6 12�)'Dr Q�� !f/ Ri �(55.1 i ,�� E� STRAW WA Properties - Rim153.9 ! �HCiw(TYP. r p (2}24"aut145.8 L�45 • • O roes ,- L�31 8"vut�146.6 RimA149.E �' � 18'in=148.3 !' /�� cutffi152.0 r. S-0.04 8'in-146.5 d - S�2 ! ! Ili r 15 hdpe, t "• A Rim-152.5 18"out=148;- / Rim 154.9 r r L=166, $ rn146.1 FF-15fi f s�lzox r B"oui--46.0 $"in=141.$` 24"put(IR}�145.5 / $ in-151.9 \ r 8 hdpu�� - .�S _ ", 24'�145.5 Sump.4.5 /rr 8'out=T('8' ++ 1 a r t(IR)�145.5 �( _ rr FF�156 ' -93 S=I51001 w ft�m 149.E 7� r ! 1115 Westford Street,4th FIoor B"IN�147.1 IE -_ `o t 5 Rim=153.9 r V '.rf K 1 r , �� Lowell,Massachusetts 0185I `_ ;- Suttlpa1 18"In 110-1 l! /Rimil 154.9 SB-9 8'out-147.0 i�- - 30'iz1�146.2 5�-7 r$`out=152.8 r ! 1 \/ �'t �j' FF 150.5 " 20 out=146.15 r� rr lrU \ rr + DS �L. T �" r `�" r r _7 - 13"hd u L=120' a r/ ! r , r� pp SS O CI pp TES 8"out-147. 3C hdpe. MM7 I �1 Civil Engineers Rim-150.2 CB___�13 5=n.008 .' s'ou- r /12'inffi155.� r 7>L + 12'out=147. �: Rima153.3 Ix'hdpr - r' ! i i r Land Surveyors Lle out-149 "$' r I / tT] y - .� �5pt3.Qz �� f I i5`out 155.1�c Ruts 4'� r� ftimffil�� r�'I �rrf RiQ m=1�.5 r �! U 12*dpe', f C] Wcdnnd Scientists 15'hdp 12"hdpa, . . r 1 ! \r 7a + 12"in-147.1 �� -9 Lm1 3' L�12' 24'in-147.7 i 12"in-15fi.D S I1.O2 rr ti 12"in-147.1 ?0.0077 5�0.01 ® �� 12'in=149.6 ---- 12 oute155.9 r' 7 rr\ 3p 12"(R0}in147.1 _ .r q 12'in-149.6 - r Ri�"r �\ r 1$'out=147.0 �. '�� . Rl 3.3 I2"in�146.0 r{ r i� l"r t3 fi01 = y ats au stttEr,uutte�rcurat,WA ntr5x Rim�150.2 - " r r 7, -L vorl:E(5M)4611-1f1.1111AS�A �10-1121 12 out-149.8 30"out-146.5 r r r . / r •^\ 12"vat-147.2 r ��' r r // 12'hdpa/ a• .� 24"hdpe, L-52' �r r� 5=0.007„ 777//!f//7/f>/1 /7/!f/7�/ 'awl = ol \ / /�/ /fir// % J I -�� q �✓ fr ' Rim�163.5 _.� \ !! f I - 1 !' i // l.'4ti dpe, /r !' nut -160.1 RQQEURA1 N ! 12'out-150.0.Lµ14' I I /' f /` �0,01 /' / l 1/,12"out-148.0,L-43'/r -�-43 1 i f / �` 1 rf r•' Rim-155,0 I I CB--15 12'in-149.8 -.,._...__-_t-- � f��- FF=162 5� 0 7157 ! r-L � ' f ' ' I 1 "A Rim -' .2 r' hdpeyr / r 24"in-l4$.2 15 r�B 5 I .� ) 56-6 _� _. r . a4 24"vut-148.1.� I ---- r� .. rr s=:O,tr27 FF-�7�55 1 FF 156 / r r I 1 - r r • FF=159.0 FF=16t O rr• . r .! r' ! rt I r '\ }Ee,P 12/15/17 A00 150LATOR RD05 ,y i r'S'B- r - ' - i ter' rr r !' rr \ I EIC-P 10/X/1B t rNM 11itiC5 • �• 1 OPR P'11/21/10 PM RF:Y�F11 CCIMMEATS � 1 rrr 'r � r/r r r. Rai B1'APP DATE MRIE/RMDH DE5CRIPIION / rr 24"hdpe, -�. rr �. -r -�I /' . r' A o -FRO av: OP& J L-,25' r' ' !! .r r' .'r r 00, � r DMH 13 r- Rim-156.1 15'in=149.75 Rim=- / r/ / rr •� �A"� 12'-In-tai Rim_=1 t-1 rr/ �!r � A -�T2'In-152.5 12 8i1tm155.6 rr' rr rr f! r -r - r �N �-� - 24`out-149.25 s T'S=0.01 rr/ r'r! - r - DMH �r _...__...___ Rim-154.4 rCS 15"out=150.9 �� CB-16 5 2 � _.�� � � t5"hdPz,L=I15'S�p.01 � R2"out=152.6 Jrr y rJ � • � �_f � S-0.02 /r' . . �a� �f 1 / MG. ` t - - _ - -w • r �� I V gAPHIC SCALE: 1 1 a soFEET 18 OF 34 ram,.�►�r 1 /� 0 IC 2a 19i1 SHEET: PROJECT NO.- 19770 GRAPHIC SCALE: I INCH+xa FEET + .�1 r .. �- t ► �"'" 1 10 20 °° s° PERMIT PLAN- ? r ti ,DMH ' ■ �� # �- NOT FOR CONSTRUCTION �� ti .� r c Rim 143.1 t1112"in-139.2 i �O �� !! 1 \15"out-.130A , - y3, Rim-143.41 Proposed f� r 12'outw1�'9.5 _-.____ _ 2 N' rr Mixed Use`r ■ 1 1 z"hdpa, • �,A r � 1 - L-24 Development _�' ram•. f r i r �� �- 5-0.011 rr Rim- 0 ell STRAW!lWATTLE % 12"hd v rr 12"out-1 �- ,. Inv outm130.1'•- ~ �~ : ■ rr i p'' " �r ■ 4In �q�(� tegrote w Wall - _._ r rt I ■ '� } f •o ` I Ir r r 1 I�- 5�911 9 (B'x16 apron �4 ' r oll Dd`,Lm2 Ctr 145.7 r r'r Route 2 (Osgood Street) O2 r 15"in-137.9 North Andover,Massachusetts 15"nut-137.1 15"hd S=0.05 r' VA s1 Rim�14t.Q ■ �'� .� tnv aut Wall I; �a rF R00 AIN rne��,�neot�nn 3-5A - ..���.� Rim�t45.3 +[nta� e'� ��r I 1O1 12'out=l45.e, r.• in,35.Z ilk . 4 in�13Hr4' ilxlli apron) �r a rr '. 15"out-1317.6 1 r e e" L-20,S-0.OH • -.� � Princeton. 1 AINTENANCE 15`in=� - a� • .�..�►�---__ r,; PORT ,5" �-135.20 r, r� s -97 DMH 53 OMH-33 Properties DMH 57 Rim$147.9 Rim-147.9 inv out-130.0 r.co ■ .. r *integrate w W •.��- Rim-t44.5 l2"in-144.2 15"in-14}4 r im=t4Z9 Otte,L�17 S 1Q in 142.15 12 out-143.3 ,2 cut IR-14 �0 (8'x16'aprD IR-136.5 12"€n _ Rim=1� } _ l2"gyt. 43S 32.3 err 24"(IR)=136 4"inv-131.5 r e 15'out-141. FF p I I15 Westford S(met,4th Floor 10'out-130.3 24"Sum t-1 4.5 p f1 SW-20rf r Y� 2 S ZS Lowel1,MAssochusettS 0195I po .�B r ISOLATOR Rq ol 5 hdPe•• ti 15"inv".136. L-35'.- 12'is Sump-140.5 Rim=147,0 qU FF=1 3.5 r a SC-7 -` L-hdpe. t_o.01 -� PORTS RCE 8'aut=143.7 SS-1: �A�T�n�� o° _ f D€dH-65 L�47 wD.O1 PORT .c1tLl_V V _ Lt Rim-142.7 __ ��s "ol 15'Rim-n-A14 4/ S_D.O1 �r t LQ13tlpc' R€ 18"in-1 Z4"inv ffi q - m� r '� D r _ t44.1 f z4"autQRf-137.5 .- 3jo� °w�1, nl . ASSOCIATES (21.24�oui0})_..13E5_____ 10'hdp � ¢j�A�- 12"]37.5 , 1� Sum ]35.5 .le out-139.5 �. INV.-142.5 25 12 o ��""�' 24"cut(fR}�t36.5 Lx5' ''� F . _ ]2"hd e L-30'S-0.007 ' -,40.0 a ��..•-~ ��' .� 5umpffi135.5 p� 15 Sump=134.5 5"O Oz �'*15'hd a Rim-145.8 -31-7 �. IVII Engineers 10"1r1�'I Rim�.34 9 i��. a•' P' 10"out�]36.5 4".(114f"'t�E Rita-14ZO L-3 r .R ffi � 2"cut-14Z8 Rh=145.5 Sump-134.5 15"In-138.9 tr �D r ,s 12 in-t4Z 6 'hd a Land Surveyors l5"tn144.6 P Y 15"fn�t37.1 r R„ Oar` 24"aut(IR w14Z83� �=Q s1� 12*cut(IR)-1415 s-D•D3 r 8`aut]36.7 r r-6 11143.7 ou�144. PQ� 149.0 Jrl7 R°�'65 1,2 6at-143.3 a Wetland Scientists �. � -�� 12"€ - Sum t40.& Lmit30' 6 irs�146. 1�5 kump,=j1w.��ti L+32dpe. ti� rr Rim-14Z$ lSfhdpa, ♦'Rim�,4 r / Of19 "aut 1454�� ( ��+ "' rr 30'in�136.fi .�L"=35 r. out .6 S 0.DO9 r " . _ r 15" 1 .. -Kinn 147:8`__., 1 tiv r 24 out(€R)=136.5 S=0.D3 rr r - �` tZ" ut144.0Q 1 r 12"hd a,15'h -- 315 MW STREET VARL$MCH,UA 0175x 24"aut�137.5 r `a P 10"ttd a L-71:•SO.0Z2 1w#A] CE Sump-t34.5 ♦h �� r qN L"fir--L' R€m 49.3 p' . 0RT DMH-71 ��twr�rwalA�rl�ca�'ss�a�ov�t1� �• ��' 1k° I1.O2S S�O.Dz 15"ins -1$`inv 146.] Rim147.5 �. Z--1$"hdpa, �,'y r +dS P U MAH--73 ��� r- �4s• Car el.•t3s.a r {' r' ¢tih rr 12" v ]44.0 } 15'autai RIm1SL8 'I�e142.5 rr `� Lz4' rr ,* ` - r _ 12"hd a 12"=144.5 1i"hdpa,1 m30';D a6' Sump 140.5 �E .11e, S*D.00 P' r' %� MAINTEA#ANC Ri_ .Q '2"hd e S DA1-ZE .� Sump 1425 " r 1 r P H inv w 148.3 � FF=�43.5 PORT :- r [o-I L421' ^� QQR r r 1(}"IT1V ra t36.8 t Irr r' S-10 �� Jr• - Rimm148.9 r 4 f�SDLIaI� ROW rr 7� f r 15".-hoo, l5"auto]45.1 OIAH'74 i Ei.144.5■ 14132' rr Rim-151.7 iAA1HTENANCE 1 tr~ r / MAINTENANC'' Rim 143.5 .A --S�D.Dz9 ��- { le #SDLATDR#?DW{13 12'1n-148-2 PORT } r `� • Riff-147".� sc-7afl EL 147.83 T 33-� -21r(1Rri45.5 Rim-151.s ISOLATOR Rt} PORT II rr 15"in-]39.8 .� 12"hdpc rrrt�l45.�Y�y�r r rr ri rr rr rr rr r�r�r�.. Rim-14&6 r. t ri rf ri rr rr rr rr rf r r rr ri rr r 24"(IR7 144.5 t2`out 14&3 ! 15"out=139,5 r Lo3O .. f300fDRAiN- f (2)12"a14Z83 Y 5DLATOR ROW 4 SC-740) 45.5 r ,. Y rf (7 SC-74t]) i �. 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P I5[3Ia470R R 13 I H C ►T J fl IH��5fi Lm4 / ��r r r� 5C 316 a..i 5. r +- 1� 12'hdpa, Rim ]41.1] S�O.D25rr r'+d�aCr . . .... L-69' ` r (b AZv r� r N '-ISOLATOR Bt3W(7 . D.01 15"in-137.0 rr ,G// r �r .r 1 5C-74t1)EL.146.5 .15'out=135.5 r r - rr ' DMH-27 r � 8"hdpa, u ^�� Waft i r' rr rr !' Rim�143.9 t L-16' Rim 5 0Q STAWATER ! rr r r . l 12"hd a, f ,� rr, .r .gp�L„¢ P 12'in-140.2 I �� 12"out-147.5.R�149.6 10 5 D.D = 3 PLM 30'in�145.5 12`out�l5��. �. rr 15 hdpa 5'hdpa. r r r S�ff�i r 30'irt�l39.I I L-31' n (2)24"out-145.6 L-45 - LQ D• �.1 r' r' �• r 8 aut�148.6 Rim�149.5 �� � �� Rim�t53.9 r` �3 of 4} 3{1" ut��39.Z'. 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Sump=] 1B"in�9&:I tAYclvr: S� aS8 7 r - I lx'� "*3f. 30"in-140.H t� 317"In 146.2 Ve I SHEET:IB 4F 34 D: F=150.5 30'aut-t4t3.7 FF=75n.5 A .30`out=t46.]5 PROJECT ND» 19770 rrrro rFrrr �rv,s 1 - t i ��!D[H58~ I *� r - NOT FOR G NSTR CT[C�N 4 Rim=143I~� ��� �" r in=139.4 r r 1 1 1 ,� rP,r ti t r i 12"in 139.2• 10 Cg__30� p ���� t �. rr• j r1\15"out.13�6 f r1- �+ 1 Rim-143.01 eta�'rrr , ■�`-�� N Proposed , Mixed Use 2]w `, i ! rrr r 1 12'hdp,, �_�-_ ,.r; _1 _ _- -,.,, x4• Development Rim- 0 GRAPHIC SCA 1 INCH-r-2 FEEr " �r j1 r ,rr STRAW,'�NATTLE r /� 1z"hdp,,rr! 120 out-1 0 sir zo ao ,ed r! f FEN9" (TYP.) 4 Route.125(Osgood Street) r r rAlm�145.7 j �r :rr ram, � : North Andover,Massachusetts 15'in-137.9 T ��i 15" r 15"hd �4'S-0.05 !r ti rrrr- o �!# f- 1 rDMH-37 r rr Inv Out='V[1Hall 35.2 ►r Rim-145.3 r +1t►te}I1 r o r 12 out�145.8, �1 4`in-138,� x16'apron} �!a- �� vrr t�20',S�O.OB Princeton 130.E 4 L VAIHIENANCE 15" � , "r SB-�� Properties rs r PORT 15` �136.2t} rrr ! . / DMHY�57 RIm-147.9 Rim 147.9 Rim-146.8 12'in=144.2 15'in=143.4 ,.� 0T�,L-17 5=. r rr 1C In-144.5 120 out-143.3 12'out(IR)=147,.5- 12"in-14Z15 12'QuL=43 f - .� a 1115 Westford Street,41h Floor 4" 01851 inS 2p 15 au#�' " _ tts 138 r 141. - - -Suump=140.5 Lowell,Massachuse r .'TJ r rrrr• 1Z"�1425 1.P�. ~�� j B-9 15"inv1-136. ?�, 41 ISOLATOR RO 35=� 12'h P Sump=140.5 Rim=147.0 u ("� .Jr 18 1 �. LJ EL 5C-g q�iH-65 -� L 47 dp@' a l7t i P MEH Ht 8"atlt�143 7 S�D 32 1 11NCO f �� Ir 0 RIm14lr S-0.0I r� IS LQ1ORT B'3�pC' Run-14B.0 ' 15-in-137.4 s� > �a -� �a 12•1n-143.6 FF 148 ASSOCIATES 24"inv�1 d4 �m-1441 r 24"ou1;(1Rr-137.5 EL]y�17 5"in-143.6 o,� 1- -12"=137.5 ! �►2 17"in-144.5 _ 16`hdp r - ! -�out-139.5 IK-14Z.5 Civill~t1 Engineers k �y Sum 135.5 ti� Sump�13S.S r _ 12"hdpe,L=3t3'S�O.Ot#7 � L=5' � P • � 1S"vut�143.5 S -19 I 5�0.02 l?'5"hdp,, 4milt 145.8 1 -31-1 D64H=42 3-U i land5urveYors 2"out-14Z8 Rim-146.5 r�� r �1f0 15"in=144.6 r r 12 tn�14Z8 ___ 1 [ r /r am s44� 12"out(IR)-14Z.5 S i7.O3 r rr ---- Wetland Scientists r R' 2e aut(IR-14Z83 � -�-- Y2"&Tt 1`43.3 in 143.7 =149.0 3t0 ]v( 12'hdpe �• r. r_- ou=144.r pv. 6"inc14. 1f� hum-140.3-• f f Z - 12"I- Sump=140.$' L-180' S P •`L�32' _ ( r+ �• r'Rim-14 r out 6 �i#OO9 "out T454-�- �� Z 0.009 - - Rlm 147 rr - r S-041 r' �� 12" ut-144.0 !� 315 ELM STRfFi fiARuttlRO[ECH,MA 01752 ° r • r� vadrt:(Saa)4ao-t�t1.FAx t30e7 46o-1121 r r 2'hdpe,15`is 10"hd a L- )RAI C1~ t r� .r WYntHAID-1111.FAX _ p, T1J'50.022 `1 Rim 49.3 r! 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R1m-149.1 24 (IR)=146.5 r r f" A 0 d 16 DRAWN BY: 3p=+n T3H.7 127-145.5 SIN 15 Sump-144.5 rrr 35 T -�. r r r S=0 Qz jr a Y: 0"out-136.9 SumpW14S 15OLAT R ROW 13 r r 5C 310 EL 1 --r - r Y -� "-ISOLATOR ROW{7 r r g"hdp, rr 1 Rim�1 .3 t, 5C-740}a 1465 - rr 54' ou 3.3 WO MWATER r 1 Ur-hdpe, II UMH-24 �r� :'hdpe,S 0.01 r p� A R�3.9 t L-15' '� Rim-1515 �N rr r 5�' r fr�1 j [�L..�'IN 1 S=O.tl r r 1 V 1 Ir in-140.2 1 �� 12'outm147.5,Rim-149.6 1� ,� 30"in=145.6 12"out-15�10, DMH i� !r R;� 3{7"inffi139,I ' Ls31' ` 3 - , �r out 152.0 • 1 t 1s hd�, r �cE(TYP. (4 of 4) I $ out-146.6 Rim=149.6 2 24"vat=14S.6 L=45 r r - 3p"9ut�139.�� 1 1 S-0.04 _ SW O i72 1$"in-148.3 rr rrr M Z p �. 1 B'In-146.6 I, - 15"au#a148.$r . L 1fi8' Cs-zI3 r p�� 8"in�146.1 11 Rim 15Z5 FF 756 r Rim 154.9 r r S=0.02 , t Rim-143.8 '• t E7 8"aft•:4&.R v 8"in=145,8"� 24"out€IR]14fi.5 rr 8*in�151.9 f j 1 r9rro--"r Y2-a-Md.o 173"Out-140.3 � t 1 r hdp,--f- �� 5 - 3 24"snA i45.5 Sump-1144.5 f 8 out=1SY.B 1 D L4 '` t(IR)-145.5 QMH-4S if FF?56 ,' -�3 °` r S=0.01 Rim=149.6 $ _ f r x m j S►�►J t-_--~' 'II 0 5 Rim=153.9 r r ,� r j LAYOur; V�y■■ Rim�145.1i - ) , 1 8"IN=14T.1 - Burn�1 1$"in1 iR m 154.9 �• =' 12�in 141.9 8`out�147.0 -�' a � P � !! Ii 1 j ,rr SHEET.zd of as 3o in=140.8 5'8-9 FF-t50.5 ?;- - 3i3 in t-146. ,5g_ ff$ out�1528 rr i V r` PROJECT-NO.: 19770 .�� nutffi1413.1 5 , Proposed Mixed Use Development Pasr NOUNTEV Parr AroWv1m 'VAN AC=BtE PAAVNC'.7QV(nPj ;1==Ur PARKWO"S4av frW) Roche 125(Osgood Street) North Andover,Massachusetts rWAMD FM a�1uvllrclus as"k craYraeE7E P AWWSVr a �t�r Princeton 1CaF'RiS+1G1E]! 1HQ111 YAltrFs pm�w' i Properties zz UZ c•ro 1,=WA z ar AtAx PAR1rdAG SPACE FLUSH r�' r4V471L14 RA7S 7.5" -A1*'art .,: I 1]15 Westford Street,4th Floor VAN A A A PAM A .7X A.2J"x lira 1[� JFZ31 Lowtll,Massachusetts QI RSl ANAYW RW5 x 1/"61NAE1T akw f sWrALL xAW A WAaTY CF AT Lasr s srxExt. (s'x 16 f - SU9G72AGl��1] Z MAXUWL=JT MOPEW W Zr�1 r r rACCcnt z SfA*CSW ffAQ�ITIEV AEW AP c OVAL P.SNP oR.SrALs s aV. 6E " ������ x tocA>E s+�>NrNA+I 1U E'T ar',acE.SPAN sveAr�rrEv tta�APPROVAL PRIp4 1t7 dVSTAUAnuv �� .1 P14l WOE AN AC=2Z CtW CVT AT E CY A=S AISLE 4UHMV A=VUE'SPACES (I]aWPACr RJ=PM AS111 V-1=7 BIKE RACK [s]cama-amr frrr s 4,r,aPwzw xwrEKyr sc tE ALry ASSOCIATES ACCESSELE PARKIN sI�wALK Wl7H>!Gc. STALL DETAIL Nor To scAa- CROSS sEc NO r TO SCALE ON No r ro scALE Civil Engineers Land Surveyors Wetland Scientists 315 aU STREET,UAR1.WfiCf Qt HA M752 ICECE(5W)4W-1111.FAX(SM)460-112t fY9I9tt MCKASWAimco11 AWNP XP �r/L7'R'DUr loon F1N15�1 past uctiwlm R=G4LYAN W 1 s7m PIPE RfFLECAYLr Hl�Y PAINIEC()17-a? ;r ' RE7'IEC]W Witt c SIMP or arrlvE>ry r .� sm#vo PAINT � riznM:&AA9SH 112'W z" nM-W A Iy c vcls E eASE _:; 2 EM�P 1:V15117 M tH N==sue' 4 1 Drx.P I 1M KM cvllstM HC,8Y AM CAI£ 155 f1tE1750N dIaLRIPIiOk A 4°1D 1H RAWN YhDP A A k CK Y 6-Or CROSSWAL< BOLLARD LDADIAG ZONE PARKIW DETAIL CROSS SEC Nor To sCALE NOT TO SCALECN NOT TO SCALE �E �ETA�.S SHEET a a r DWC:107nV--0T.d►g i PERMIT PLAN- 1'`Y°"T DT NOT FOR CONSTRUCTION SHEET:21 OF 34 § PRCUECT NO.: 19770 X49Vr RAC -AM ` Nr 5•.p- A mac A t 1/7, � Proposed ,� rrr XLP" iFs ,a rc AAWWVr ;�taisE�ij•t, e snex srxsrurF rv-.rr X=PMT M=PW N zxed Use 1. 77MSD?RAILS'AND PD57S wv +��r 6'=1a WMV C SNALL BE PRaMRE 7REA7EA — ~ s� YaPTICAt '6'K4zR1.s Whr N LINTER x STEa RAILS.;PUGS'PLATES aarr 1r►rj tvsusr�• Development bTA4B Ar SUB LW Otwfi'S MXTS 50&-S NUM AND WASn'ERS 57lALL BE svBa�ADE(!J fm7'cove"4t1[H+LL+rTALL a Na ROAM TD 6F AEII INTt7 WE Ar f CALVAN12m 9i g�� .z Posr sPAcrxc WALL aE 2a 4 NOWN 4 G+r7�7Ef,' - G",N,aM1C NG!L REHAB NGi4TL L3�VIINUWS Tt:W AND �[ NLi�tlNAL BARRlf3i'NEILr<1T sonzw 4'PCC SWEWAur WTH s"'mRE WSW WALL BE 2r. � 1'-D- 7W c1xA�sE � Route 125(Osgood Street) (I]CUMACr M Z;r PER ASW e-1357 srtn►ac .f•tsnc "r� ar7u�tlNovs North Andover,AMssac>xusctis fzl Gas mm xwrr no?rr 5 Lff,srPAwzw aNNr-Par rslatrLF �y-��� sin s�cc►urr x r rrr,vi rCCNCRVF a�JIDG!•1ALR 7711171�AIG[J irvF7f7{IL►L►� lgrr r r 3/b".�rn��sar "= dEXAt�If1 t i r/fC1 Mlrt 7�fS1ER b�SE WX •:i ` (J r .r rIX'ar�r"r fw P&AM t GRA tft BASF 1"! 'Alle 7 PaR CROSS SEC77ON ,vz11oTJ ; ,; �•; NOT 70 SCALE a=PIAM27AZcpuPAcrFn .�; . gAy s•ur r.A•"Aw s'-v"eavc FIL _We �-• Princeton "`' Properties cAPE COD a=_W r/x" a>rAxt a r�•tcc xarexa+r CROSS SECTION rs D IS-E40i WAY _r• r Nor ro SCALE d '• _ ° r 1 I IS Westford Street,4th floor lv ..: P57 c r ,. ?' '• G NDr 717 SCALE _ -- Lowell,Massachusetts 01951 � 37�L-BAG�@7 i�GY3 ��Q,L a . 4 ,. a L Tmu.AR BASF=wpAcTo TD 9 fWI A-1 ASSOCIATES 1l y fiAR1Tl cAs P,A�AReD stUc.R.4DE•-•-� C$avPACW ry A=FM ASnr 0-1557 APPL r nu G17YEAAGE rAAar caArAr.awr CC,WlPACT7GYV 9CV9&jf& CONCR=DUMPS7ER PAD 1 1/2-7rw 1FSTP&AA-WM 17a SZr NcIEC01 Civil Engineers r)PICAL CROSS SEC77ON r 1'oV m y' '�rr,; MYr RD?AAWM TTs&SEE NOTE(1] NOT TO SCALE s"BASE '.:" :::- _ ,r' Land Surveyors ., •,., :�• •:+ ssx Wr PL?As1,u D-107 •. . ;►;- ";ice;-QQ. - Wetland Scientists s'suBSASE .•' - sz1`7Ur PER ASW n--Ixxr SWA&E SUBOUPE' S'�TESr PER'Asrm D-=7 BOTH SIL1E•ASS[A• SWSJ 2d=0"PAY>3IENT NrD7N 315 f13[5iRE>r,fEARiBOf{Al1CN NA ti1732 MM(3W)48Q-1111.FAX(50e]46-1121 orc>a�+C 1'S xwle.ItA MCKAssdaATMOOM LII{EALrr'L�7taPSF LIf LxwPAsr TZ7 tEsr A1�RAGF LAr s:sx Nfl rEsr LaHcx TITAN stt 1 1/�6ir'h+�1P GLA.bPSE' Ra4DWAY PA lfzawr Cr1R7 nFE'VAR'ES AIAX1dlW ACW?M it uAMML 7CAROV as PAVMEs1� � B`L'A11tPAC7ED � f'BIT GxiNG d"La4,i1&Sr�13 ifhb AI,X1t.a3 j r.7rAl s'BMW?GAAJRSE s XP-6e7tA WOWS COYM-M LiA=6 nFr I r 1/,2 low low ,.+....1.S:s' 900Tt E&'1IAVAYLGCS CAVGIREIE LIASS 6 MrI 1 1 r CTm ODU" _ l� 94X--ANSE MAefa MWO S70W AW Atx Of.7 1 1/2 SUBWADE -0• {f ed"' V'-u• SVOWSE-07Aa BMW ►n W axe Mr C r �cAs �FtECtmcAt M��CaKP &7UNVOL6 GDMCRETH PA CEMENT TYPICAL CROSS SEC770V No r To scALE ,n+rs STREET CRASS SEC77ON . irls�rtr�cr s P s7/1s/1z No c�1AxCs,}es s+ s NOT TO SCALE rry rwrr r n P r 2 ETC JP D/20/17 l#7riERt7Y RM fnPJ mart" , ,.,.. I OPP JP 11/21/16 PM Hum caumcm fT1_ mrACM WIT mvwx ReruSXn seas )z OY JAM I OA7E I FOR 11tWIMN err 7 i Y•t: GP.t►Y.tLFfxt'•���' PATE; T 1 0 1 DRAWN Y AR NF k1 ,;rti' r * f'Law ''» -ar.�avuv, •L 1 Z WIL r v Mart V av A AV � '+•' �mcawwl+ Es+j� .78-R' •, ��, t' & WE 1 . >rAAr s' -.ubv LANDSCAPE CAPE 3 .�. 13 sr u u o m T Aw 1����} L74ASS'PANFI SLOPE TC -,M.j li�l7[REA kLE+S iut AMC DETA7 ---�1 c1 a DEN La�eAlti° + ca- �vt wa>yAa Nrl�3 (� QL.[�- z srAUPEa 5 -7 a 7 rmu=XN or open as s x PAYE7VNT (GfAIIFFII) GpNCIiETE 0ar=p VkV1 HAICA L7Cf�l,�L9Jf'+[ /VV SIDEWALK+ ROUMJABQUT ItlheV1W�A awe:1WrAZw•nra.y N i PERMIT PLAN- 1a r ro SCALE � NOT FOR CONSTRUCTION � cRoss SEC77ON�' � -�A, WALL LAYOUT. T'VT 1 �O 5 UCTION Nor 7t7 SCALE i A>yr iu sicur SHEET:22 t3F 34 PROJECT NO.: 19770 End slew of pipe/fabric connection.Cut an X in the fabric slightly larger than pipe,pull the fabric around lihor on* Suilabto box Mama the pipe to create the"Boat"and them secure With a Rainstore3 Unit Dimensions Top view structure il column far a a'l of acccess or and Ild(by aches) ouiflaw pipe Pala or twer hose-clarrlp. four columns far up to a is-maintonunc0 port Concrete Quin►Bltttcturo lnIsVot,tlRt PIPE 1 rawer(40•] 9--16'0.d.PVC rlsor Proposed inictloullat pip* Hose clump used to secure ""cling from box ._�_ M__~_ '���� 00010 110 fabric"bDOr its I o frame to 18•from bottom 1Vli ed Use . r /f p of Rnlnslora3 alructura + f IMF, 9'o.d.PVC doer Development Sacllona of Ralnalore3 structure that must be removed to allow apace for PVC dasr.Separate 1 msrar(aU] plastic connections with r Ralnstara3 vertical Column#to ad utility knife or heavy shears. Route 125(Osgood Street) + # allowing up to a i8"access tfaar. North Andover,Massnchusctts I E j It ubmersible contractors t R S 3 Maintenance Port pump with top°utn°w. -. ._-. ^..•.•.•......- +fJ GootoxtllD'fabdr,(8 ozJsq-yd-271 plsq-motor NUT TO SCALE Method for prvrfdinq 3nspaslae and ewnnout ucees: 1•WAIk:S]!aD!'F _-r cut In the fabric R Invisible 1307 can.l lyd.,salts 310 min.)instead Into a beat" colden.C01pradn W401 Princeton to stlitn�v pipe in enter. 0.1 retet[4ry sea-m-nwa rare soo�.rss�-saxe Gootaxtho fabric 0.oarawflary p.17,W(a,a'} Structures,Inc. �.�.."s �1�e,er`.� Properties End View Side View Rs3malnisrsparkdwQ Rainstore3 Inlets/Outlets With Fabric NCTT3,SCALt? Connecting papa to the Ratnatars3 structure 1800 . 1115 Westford Street,4th Floor Golden.Cofotado BaalJackson St Suite 31 U Lowell,Massachusetts 01851 dd BM233-1510 FAX 400.2334$22 www.lrtvlslblestructuraii.com P91p�RS3lnletoudatdwg Rainstore3 Unit Detail HA COCK Sullabde structural baokfiil. 9 oxleq�yd minimum f271glaq-malor) wavan gealmdlta xer 1s Mra,z A+w xr.ar s tn*um adds unn po-br and A+-*- Rainstaro3 atructuro. fabric ancasing lnvistble �,,, ru+. ASSOCIATES stora3 structuro, Sj#�I�x,Inc,nogrid(Tenser dX ilia or �" Civil Engineers Land Surveyors l3t[8fy marksra.Uns mataElEc tape , at camera or Install to mark the 1 ] aMe forfulum UIHIly daiaction. 1 l 44"(1.a m)gsagrld(TanaarTdX Wetland Scientists Backfili compacted to 95%modiftod Surfacing 18l]or aqulv,)overlap, proctor density.12'(0.3 m)minimum, t i Gooed(Tonsar Tr9(18U or :IW(R.fi m)maximum doplh. Googrid I r alit TdX 180 t` equiv.)exterior of rahrlc aqulv,) arias of fabric, t i Gaogttd(Tenser TOX 100 or t aquiv.)tntorior of fabric, 315 Fl1,i SWEfT YARLSORWGH.MA 01752 1 VOICE(sae)4eo--1111,rAX fsce}40-1121 8 07Jsq yd minimum l (271 glsq-malor)non•wovon IYfI�LNAHCOL7LAS50RAT`Cal `t l gaatat;ile Rtlorfabdooncasing RAINSTORE3 INFILTRATION SYSTEM ELEVATIONS Ralnslora3 structure. f;Catch basin or other auilable min. CHAMBER COVER E.S.H.G.W AREA filtration system.(byothara] STORMTECH ISOLATOR ROW(SEE SYSTEM# TEST (S.F.) PLAN SHEET FOR CHAM13ER SIZE) BOT EL. TOP 6'L. MIN. M". pC GR ESNGW 2'OFFSET p/- Nor,4wrraaive hoop clamp used 10 fusion Li 1 liner to pipos to prevent r i 1.1A 134.5 138.5 14111 141.6 134.0 13Z0 134.0 T-21-1 1,500 backfil from entering alruclure DalenWn outflow pipe If necessary. 1.19 135.0 139,0 141.0 142.4 134.5 13ZS 134.5 7».21-1 1000 Sixod for dealred flow rate ACTS GEOSYNTHETICS 801T Location nearintow allows suspended (� �] NON-WOVEN GEOTEXYILEALL 1- 135,0 140.66 141.9 143,3 1060 133.7 135.E 5W-18 5.355 edlds to exit before soloing. AROUND CLEAN,CRt15HER. ANGULAR STONE IN A 3 8 LAYERS 1.2B 135,7 141.0 142.7 144.1 136 0 134.0 136.0 SW 19 878 Suitable structurd back toI compacted to 95%modifiod 1.3 1420 144.66 146.7 147.9 14Z0 140.0 142,0 T•31-7 3,933 4 EM X 12AS117 ADD ISOLATOR RM proctor donslly, CLEAN CRUSHED B"m1n. ANGULAR STONE 3 E1t:P tOJ2R117 t9SKTM t1EAG4 1.4 137.0 14233 143.9 1454 137.0 134.7 136.7 SW-20 2,011 2 DPk JP nJz B PMfiEY1fxCt7UtDM 20'min. � 1 OpR.>a 1R 2.1 142-33 146.0 147.9 149,2 143.❑ 139 @ 141.@ SW-17' 2.M /20/15 VARIOUS TWO LAYERS OF ADS GEOSYNTHETICS 31WN K WOVEN GA aEOTDMLE BETWEEN FOUNDATION"ONE:AND CKAMOERS NO SY A" Tf Gaepdd[Conspr TrlX 18U or aqulv,] rEEHSION grscxrPTwEr ------ �� Geagdd(Tensor TdX 180 or equiv,) 5(1.5 m]lAtH WIDE CDHTItSI]Oti3 FABRIC WITxOVr SFAM$ 2.2A 144.0 147.65 149.0 151.4 144.0 142 0 144.0 T 33-1 4,70tl la 7 RAVfN 8 orlaq•yd minimum Ralnalorad structure, x Y. (271 grcq-motor) "ati°nt€r'°' Rainstore3 System with lsoiator RowIOTED non•wovon gaalextoe 2.2B 145.0 147,66 149.0 151.7 145.0 143.0 145.0 SW 14 3.30 alter fabric encasing Typical R53 Installation talon pav&sq for Rttinstats3 structur& slarmoster mtsntlon ce dotsnllasE 2.2C 145.0 14@.6S 151.7 152 1 145.0 143 0 145.0 SW44 1033 Jackson Jaden SErsst.Suits 310 144 0 142.0 144.0 'r-33-1 3.422 L7�'fe�1>DaCr! t:etdan.Calarado at14b1 2D 144.0 14@.6S T51.d 151.7' i� E�.�i"7GV aeo<xsa.ssss rasa soo-aaa-saN s� 2.3 146.0 150.68 1 152.0 153.8 145.5 143.5 1455 SW-15 4,333 AM KXXATOR ROW i]WQ1977W-AT.d" PERMIT PLAN�NOT FOR CONSTRUCTION LAYOUT: DT SHE1ET.23 OF 34 PROJECT No.: 19770 t$t-mA+1wMusDTR ACCEPTABLE FILL MATERIALS:5T©RMTEGH SG-310 CHAMBER SYSTEMS CONCRETE COLLAR PAVEMENT CONCRETE COLLAR HOT REOUIRED MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL COMPACTION!DENSITY FOR UNPAVED APPLICATIONS CLASSIFICATIONS REQUIREMENT Proposed NAL11%14LLwTCRNL FOR UO Wx flLTAR1s I 12"{ODD mm)NYLOPLAST INLINE RWL1 TFfETOP OF T]1ET.'LAY'EA TI;f TilE aaYTbM A3MF SO¢,ATOCIC 1tATF'IJEALS.EHTIYE EMS,OR PER PREPARE hER STIEa£$OFI EFioINEEIrS PLANA. OOF FLF RLG PAVEMENT Oil UNPAVED FFH16HEG SUGMEER'S PLANS.CHECKFSAUS FOR PAVrk CMT WA PAVED$MTAUATIONS MAY HAVE 07AINCENi DRAIN BODY WISOLID HINGED 7 De P CIII LA7•PPA MENr WaIlAIM SUBDRADE RtwMMEzlfii MATERIAL AW YRCPARATION AEOWREw1EN. ..e•'t`.. cavt I�OR GRATE Mixed Use SLOIN WWWAC71OND APTLN lr(]DOAFA]OF PART#2712AG41P AASMToulls MAURIAL OVER THE riIwamisA¢Anim t SOLID COVER:1299CGC NmAL FTLU RLL MATEMAL FOR LATCRT; GRANULAR ITLU.dRADCU MIUACOREOAIE lArrUTIM-alit A.I,A.M.A.1 COMPACT ADDITIONAL LAYERS 14 r 1160 ro jAt F ���� Deve�Dpmen�•ST mmouTHETOPOfTHEFMaEDHFAR nkT5CAP00=11EPAOCRCOAT@ LIf TOAMIN.=%PROCTOROEMMTYFCR rta6ammlMWTHICRNEGE GRATE:1299CGS C STONE far LAYER}TO 16•(45T mo ASCU¢TIM on WELL GRADED MATCFRAL AND MI.ACIArA¢ f TOP OF THE CHAMBER.NOTE THAT PAVCYCNr U=t PAVCUCHT DULIOAEE"YrMALII CAM DE U&M IN LIEU AASlhi DEN611Y rOR PROCCSIM0 AOOAMAM i Sr!$OA$C UAY D EfL EA FARTOP THE Of TTgs LATER 7.sSf{,AZT.4➢¢,hip g 6?6T.Ea.T,YE.■,ll, NOT TO L%am 17JoOM i73}ovmALRC ;'ID FOAM NOT TO EXCEED 78-aSS min LNL Mao'FIiT 770Nrs 1TLL$URAOUKI INO THC a SEAS IAOM THE►al)N¢lTION STONE TA CLEAN.UMUaHCO.ANDDIAA DTOH.'C AAIIti1O}ill' NOCOMPACRONACOIIACD. '1EAI TO1H8'C'LRYTJTAI![hIC ;,TZT,i,iW,;,y6.aF d•(100 mm)SDR35 PIPE OwwYfONaTOHEifILLa$LOW[HAM6ERs AAZWOMM7• PLATE COMPACT OR it=70A04MAfLAr FLEXSTQRIriCATCH#T CHAMBER Route lZ5(Osgood Street) A ONTIffBUSGAAMUPTOTHEFoormormul CLEAN.CAU6HEO.AWULARSTON¢ F TN¢CJAMI$EA. ;75F,;{6F,A kL 5T SUITFACC'• PART#B212NYFX North Andover,Massachusetts PLC HOTS WITH USE OF OPEN GRATE 1.THEU$TLYI AAZWD 011930441IONS ARE FOR ORNMATIONS ONLY.THE 9TONa MUST ALSO SS CLEA CR WeM AHRNAM FOR EXAMPLE,AnPrCIFICAVION FOR 04 STONE WOULD a7ATE,•CLrAK OMMMER M19AAR NM 4 IAAO110IW=a CW, L STCRMTECH CO67AC'RON RCOVRMZLAENIM ARE MET rW A LOCATION MLArMAL7i WHEN PLACED ANO COMPACICD IN••IHJD M 5IMAM LM MIND TWO FU.I COVERAOMATN A%1BRATCOY COYPACM WHERE INFILTRATION$URFAMMAY SC CO4PAW13S£D SY COLPACTIOH,FOR STANDARDDFSION I-h CON0171044 A FLArsURFACE MAY 11Z ACHIEVED DY RA1RND OR DRAO0142%MTHOUT COMPACTION 4"(190 mm)INSERTATEE EQIIPUF,MT.fOR SPECIAL LOAD DESIONS,CONTACT$TORMTCCH FOR COMPACTION A£OIIREMENTIL PART#4P26FHSTIP PMrAM>PC�I7r INSERTA TEE TO BE CENTERED PAYEUEwnAYERJOCnOMxa ADS ncOsr:rrHe7lcararrrMED,AWtILAR5 DMaIN AROU�M ON CORRUGATION CREST Princeton M 817E OETiON ENOINELii] ��CRilaNU],NA7[1W[aiGIOINAL S1�1Y6H8 V V PMUMER 8TONE ❑ ►w.w..rwrrs•"...�"...e.uww. IN sr rr:M1 Properties t0amF;UNI w+l LJCCILVATICM WALL Q 4"INSPECTION FORT DETAIL ICA 100 CLOP¢D OR VERTICLU S low, NTS r4m..al 10 DEM DF STONE 70 Dra Drrow lEp aY airs cizmauF31awEERr Ito j uRM 1 115 Westford Strect,4th Floor E39$mmI MIN rtmmmM wN �•IIIEa IA.iI Tr OWI P.,,I lw Lowell,Massachusetts 01851 2USCRACENOTES: ��°P =� System Chamber Number Elevation s. IGuuu¢anarxALccG>aFaRU Ito THE AEavweu€NrsOFASTUF7MIA-srANaAAaarepFiuTm+t FOR POLYPROPYLENE tPryroRAlrwrED WALL arORuwAT"raLtEcsSaxexA>.D> ,DiTASTu LIAL SC-740 75.00 ILA � � STANDARD SPEaFICA-MM FOR POLYMMENEtM CORTIUGATEG WALL STOW&kTER COLLMON CIIAW"rS 1.1B None 2=-71b CNLAMBERD RHAa EE DESIGNED 19 ACCOADANC£M7TH A47LL FIFBF^$TANDARD PRA=a FOR IFRMUCIURAL DEMON OF TW.FWOPLASITC CORA1UCATkn WAtL,VORLFWA7[A COI.LIECTIOH C1IAMDER6: L2A SC-740 23 135.50 ASSOCIATES 1•ACCCPrADLE FELL LLATHFDALrTAmrAna%s PROVIOEB.LLA7ZAIAL LOLL mw%Deswiw IONS,CAAOA1tOMIL AND wwPACTRON REOLIRE}MCm FOR FOMNOA7IGN,ELmmurmr.AMC M MATCRIALIL t INIZum DEWDN SNOIN¢ERIsKEPON:y1TLC FOR AME00so IMELiF t�tR 4Itm:ITA7RE(ALLOIYADLG$EAR MOCAPAaTY)OF THE W&GRAOF MaX AND DIE DEPTH OF FGUNOA7)W CTOHa WIDt 1.2B SC-740 14 135.50 CoNesIOERATION FOR Tie:RANCE or,E"EDIYDIsaets+�anwzecNDaLTDH� A PLAH40ERUTONSNi151BEXDOEOHORMIT".I.Y70 THE EXCAVATION WALL FOR BOTH VERTICAL AMDELCMD0[GVATIa1IWH1$ 1.3 SC 310 17 142-5h Civil Engineers d OHCfi LAYNA 2215=IS TIIC�EDL NYSCIMM YH 7l TMAI BE K^K IN LAYSRq UPTO THE.FINVINFD BRACE.MOST PAVELMUTE IRRArE SALE CAN BE MEDIC REPLACE THE MATERIAL REOUG104114TS OF IAYER�OA 1.4 SC-740 7 137.50 7.CA 2.1 SC-740 13 142.83 Land Surveyors 2.2A None Wedand Scientists 2.2E SC-310 13 145.50 ACCEPTABLE FILL MATERIALS:STORMTECH SC-740 CHAMBER SYSTEMS 2.2C SC-740 4 14S.50 MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL COMPACTION!DENSITY 2.2© SC-740 9 144.50 115>tIa SIREE1r1E.MARUORWpi,MA D1752 CLASSIRCATIONS REQUIREMENTWCE(500)460-1111.FAX(5➢�)180-1121 FINAL f1LLIHLIMAS E-LAYER70POR TNC BFARIS 2.3 SC-740 7 145.50 aMTHeTaPaPTHE rLAYER LOTH£norlOLe ANV 6an.A0Cx wTE.RW.S,HArILR:saLSLOA PER PREPARE PtR 057E DEMON tNGturrrrs hIJIRO. ss Y!A'fY.iIANCO[1LA550CtATES.COtf D OF K"BL£PAV ILICNT OR UNPAVED FINASNCD SNOINEM PLANS.CH r=PLK41fOR PAVEMENT WA PAVED INBYALIAIIOIMB MAY HAVE 97NNODU GRAM ABOVE.NOTCTIAT PAVEMENT WODASE SUBGAAOE REOUIRBMEHr6. MA1 gRIy.A1MD PREPARATION REOU7fLSMyTS YSE PART OF 114111'LAYER REoaicaAirACTONSAFrr�HTrPORI-jOF ISOLATOR ROW CHARTAAsxrDMl{S MAMMA.0VCRTHCVIAMMEASIsRrACKM INITIAL FILL,FILL WIERIALFOR LAYCRr GRANULAR Wf."PAa£O WMAOUREOAT@w1TURM W% COMPACT AAGITICNAL SAYERS IN!^11 a a"MAIL STAM M014 THE.TOP Or THE EMMWENT nNE80R PROCES$FD AOOREGATG UFM TO A MW.ISY PA==DENK7Y FOR C STONE r'Ir LYYEM TO Sr JABO P•'h ABOYETN6 WELL GRADED WTERIAL AND BL%RELATIVE TOP OF THa CHAASER NOTE THAT PAVEM£HT MORT PAVCMCHT SDBDA$E UATERatM CAN aE WLO iN LIEU AAMOOM47• DMDITY FOR PROCC9SED^13MICIATR 6110M"MAY 0BAPART OF11HE17LAYEFL OF THUS LATEIL WYEFIL41A ROLLER CAO$s VEKOX VMOHT 7•]s7.{,{A.0.1E.67 E.67 Eli,I.Fs,gs9, MOTTO EIICKED SZAIBD I"W NIL OrMALaC R 10 FORCE NOT TO CYCEEG 78AOa E•A I"kNL JA :0-M MENT 17ONES TILL SURROUNDING THE AA9HS[O W]• EFID FROM THE IOnCH OTONC(A' ClF1W,LRi18HEaANOIIIJW A70N¢ E7NOCOAPAC730NF[EgUIR>:a. WDON STDNEL FILL BELOW CHAU EReAASHTOLALY' PLAT£COMPACTORRCLL 74 ACHILII¢AFLAT HE SUSORAGE LIP TO THE MOT(BOTTOMI CLEW CRUSHED.ANGULAR aTOHB CHAMBER 3.3W.1•{aF.A 86.EF $URfACE+' COVER ENTIRE ISOLATOR ROW lAh"CH ADS PLEAGCNOTR: G£OSYNTKETICS IMIT NON-WOVEN GEOTEXTH.E I,THE U$TW AAIIHTO DCMONARONS AM FOR GRADATIONS ONLY.THE DIME LMMSTALAO BE CAFAN,CRUOMCS;ANMCOLAR F'OR0"PLL,A OPECFMATTON FOR"117ONC WOIA.O ETATE:•CLEAR.CnWH60, V(Z4 M)MIN WIDE 1NSPLC'TMON PORT AMX AR HD,{IAAWnOU4311110•. SC.a1O OR SC-740 CHAMBER Y.SYIXIMSECH Ott COMPA=CN AEOUMLI ARE METFOR'A'LOCA110N MATERNiL WHEN PLACED AND COMPACTED tN C R ILLS-1(MAKI UrTII USMO WM RAI COVERAGES WTI%A VIBRATORY COMPACTO WI inim wrn ymvw#1 SURFACES MAY aE cma AOIAMM BY COMPACIROHL FOR STANC+HL DEMON"AD CONDITIOM A FLAT CURFACE w712 AUtIVAD BY RAILING OR CRAGaum tYRNOUT COMPACTON EOLIPMENT.FOR nPECAL LOAD OEMOMO.COALTACY MTORAIIECH FOR COMPAC'RON REOLAREMEHTS PAVEMCNT LAYER(CEt➢OM£D I' DrFIr£DE$r�M EHMaN[EAI y L�. s a 4 ETC P 12A3117 ADD ISMA1W RM I �{• � 3 ETC.P 9/20/17 L9l41=HLDCS ENDCAPOR x DYR '11/21/IS PEERREti7DY CL7L11RE1i15 �yAX1 MAINTENANCE IxL•AYAnouwALL MANHOL.E 1 DPR.P 1D/YC/16 YAMWS (CA001ISLOM*CF11IERnCAQ ND.BY M? DATE 7T H rrfA nLml UMI 1IWIfHTIDN MANHOLE A A5 b 7 DAWN Y 1 p DIEM or STONE TOM DETERMINED By XTE O¢81ON ENGINEER r it MI mn)Mw s7•ppM n+aF LtN if'I57YI6a*I irpw TRnllYp MAAPOFPLrITECIIY [1501ra1 Mal arm DEMON£NLTNCCII MOTES: ENO CAP aua U a$O(L{G1 17+PasemILLWRECOLwDXE0I 11�A! A7' ��'1>lYr HOPE ACCESS PIPE REOUIRED USE 1�C"I ROW 1_LRAWM 2222'1AND&CONFORM PECIFI TO ATION REOLItRBNEKfAOFASTMORRi•BTANDAMMWAL 12YOR]CATTO*TER OUECTONCKC aMir.1CORRUCATEDWALLaTOFIL7tAT8RCOLL&CTIpMCHALM9ER5, FACTORY PRE-FABRMTEDEND CAP .�.����,�. ORASTMF7sY]'BYANOARR$PCC1rEGDOH FOR POLYEIIMHI+fi(PSI CORR41GA7EO WALL BTCIMMWATER CCLLCC7ION C1ALfaFAli: 1 RC-FAD CW USE.R$SHALL 0C 0M'aMED W ACCORDANCE WITH AHTMf�F/T dT.WOAtID PRACTICE FOR STRUCTURAL DESIGN OF YHERMOPLASRC WARLO&=WALL ATORUPPAWIV COUtCr10N T 04AUnEF18: TWO SAYERS OF ADS GEOSYNTH"cs:I, DEVICE AND .•ACCEPTAnlzniLMATEMI Lw17"LE.-Zow ROLIGE9 MATERIAL LOrAT9wa,MsCRIPTICNO,DRADAIpNa,AND COMPACTIGNREPLIREMENTIMFOIFOLINVATiON•SWEDWENC.WDriL ISOLATOR ROW DETAIL 315W XWrVENQEDIMCI LE BETWEEN LLATFAIAL6. NTS FOUNDATION STONE AND CHAMBERS V 1.in)IN WIDE CONTINUOUS FABRIC .1.THE[IE OaasM CNDINER IS AFBPON7LE FOR A16aSaW6 THE SFAA(NORE.3CMTANC WLOWAGLE$ERRING CAPA]T130FTHE areaRAaE BULB ANGTHE OCPMOF FOUNDATION STONE V"5 SEAMS E LEVArOW Y4TH COUMO RATION FOR 17(¢K4=OF nMECRED EO0.MASTURE CONO171049. i PERIUCTCI19T06£MUSr GE C71T@NLm HORIZONTALLY TO TIRE EXCAVATION WALL FOR BOTH VERTICAL Awn VLOK176xpVATLON WALL$. !.ONCE LAYER 1O III PLACED,ANY SDIOUAlER1AL OAK BE PLACED IN LAYER 17 LIP IM TN9 FINIBiIEp ORAQE.MOOT PAVEHCNT^_'JBBA_GE COMB CAN BE USED TO REPLAL4 THE MATERIAL REGUREMCHTS OF LAWAfC OR WAr THE.CITE.MMG14 t"GIN VEWS DiDCREIR040- DWG.1977C'+P-DTdwv LAYOUT CST SHEET 22 OF 34 PROJECT Nb.: 19770 f.i.3�R.CIiCr. !� J/ rr rrr fry--� rr•4Feattl.) 7ftIPA4dRS'Pf31I�E7FR r. nn['ruancsr t�rrt�ttw is sn rrr�rmcrur b11D�r n+E mrvcrrw.tr xdrrN --�I Slh'dW Ndr7lE .uxr ww APA,ermNrh,%=nawraraar ory w Aw.err swmsr.mr4a"ra ! - r! I irnp ,{ /! C I Cxr . Y lr _ ns.,. n a.o..ee e+r...r ty..n,...w,r n.tw►+m rw H,.n.rr.,d iw iwrvr►n w PC rrxranarr V=W AW r MWMCx uetsures#arm w nrs ft" I r , ,�y ! r ►ww.rr a*w.r,e eb Aw Pool& r ow wrr et ow� ssx �or LdkDDiltV AREd 7L 1d r RCAA1fl] rC7YN I! , /! 1 - 4 h�M��h nra4 MMw 7MrNAPdR?'NAlli'I4t STMW G - Pam•++.r,+,�►►..Sys t,w,...ter. S �*w Part m"r�.N,V--r-.low.4 j d w o.f,?•.�ww 3; Proposed 4 PwRd4.w M wr wev,rer1.,�rwpAom,h,w,ban,wow w.Pod..hh bash. ...w,,.w,r dr..an J t xsnV Manors I4nav rrrw>�rm ay nos m[AH a�vC Pbo�bar 1 r-�~ r ,,�,P rxrl ,s�r 5t�di1plrr eA�uv I r r / r•'f• _ a arov ,a. b rhvr�r wr..�.►„rryr and r..�lJ+bee Pne.d t,e ff, ,sr�aC lxrsrtaC rns�rnw'3s.+rsCt t�.W�,)nAcr�ru or rn axrMrgh+t+pvrau,� 1 !� ■ - - . �a- - -ro A.,r Pwkr.rb,Y4 e■.�� rv...eh....nA+br ea.+r i A PC Arm=OFAWM A%VMX bard 570"OMIM sYS= =w nay � 1 1{rl.;n �l F� � ���� /• �� - 1 INN&wrr ka,sfw}M�rrgh►+w1 ww.1�4,rw armrw Mixed Use tEi/PLi'Affy sr,4a'[Izw PrAar rs r>onrr ARA Gr xrarrr cruet.cr 15rirlrr ar nc Prasar nANX sp ►a•8�•.r,cn.r►w t T /� ^y� 1 r- .- 4 baba dem Pw*trr bt,r.yWNr b .Mn.,r,.edtr D e Y e V11en CaV51R{I�Aplr l71rJRi4NL7r SrpR11lMNrr]rMAarrar+d SrIFpP. ���.a i i / -- / rrr wrrNI F -KLVN£R=#RL IS sASED W imam Cr P£F d:�E i�L�c�rya 9A9 LOW H 1,w AUX& a7A1= ��„� I-r 4'AC �C=� Q'it1Ct7 Cram Cr3l�•ti� - i. .�1I 1,lr-r /- �_ '�� = 1F / r-z ar,sc xaanc>r rams Cr xrya Cr _ _- f��� j Route 12S(Osgood Street) z.r IVac aaa�Cr 4rac Crrsv c>r r VA' { �,_ �j^ •IJ- 1I r�r j `` ! ���� y ---r North Andover,Massachusetts �r 10 Ar a=Cr stxrr rr• ,ram 17- •oar _` -� �� :} - �!•A'II j I _ r, r^T tO AC SSlrtr Cr 24MY Cr S3 Cl MMAFCD ��� ,�•� ems' r �� LYJNSTRUC77�+[WQUENGJ`NG s' a d _e r r ,ORETAINItf• ALL : Team, { �ry Ste'i d iw r...+,.ra�...w...+�r Yre w �"t■we-I-.bar,..th.�te Ao w.t ow. V.vt..ee,_.r 1 w f rr r (71rP,{ /r' r TEMPORARY �b�br3 -- Prince Lon w bar.a sre r K w'#*w,.t nr.h+ntrw,rw>hd rr,or**w.+.►war to wrr.bar wort p.fi�aeN..rn■ y lr DIVERSION SWALE Properties wrlwW r/.r.tstl.fAr.srd 1,r,.teq Xsw,.Fyert6v i.brt f. 04w•r,d p a r.y.r.crar s.y&the w.w of ow.wJ... w ttm pq.w1 ta.,re,.rr".0 w,t s.,h r«a sore 1 4- +�•rr�v«++rrmhrq..,t r,r,.+nwrr r.�.h r-�c � � � ..� z r,rwt w.wwr..rtaw4 w,1■wvdurewr wst�r v+'v� � � s a„evet...�,.w,r bar,r-r w.d�'rrrrb.e.rY `�•-�. 4 wi+r..►Iut,neMa tie t+s ro t,rer nww■ri m+.trwst awr.wt tr.+r t�Y t,.ved..r w rte,.w bar rkbr h � �.. ! r ._ �-.. ��r r .. I x r a ro we AM K�.r.r.tbn ae•.+�r.l,r.e!d-e.. .l erAmkwbbr S,.trw r0 vN.speed to ow be".e / BUJLDI PAD E th, f .`, //.' ! �-� FILL B FE�FJ' r elR SfrNb.. d.w,,wain!.I Ne ew wed ewer a„I swd.,,e..,ah,.,r. T� C C B_ r' 3'. lyur...r srph dewrMy wed►�7 wrrwnoNy w.r WthA.Mfrer A a r.tit.b..a.,. w.....rrtn.w,..a.,..rlowamd.w„«,t►odd1ww llo+e..r.d.robw- ! / � AUr 1 IIIS Westford Street.4th Floor ri...i M sw w.h.n.er w.rbr w nhr w.e►w aioAwr ro eh.7 ww�•wrw..ethr.x _G /- ^TT ��� ,i r Rye U FI Lowell,Massachusetts 4I851 ►, a�r-.rt .hH.e srd k!h.baba or the p.rwwd ao b o wkd Iha r.b.ht,p w-rr w,l tw'PwRT D r�wtr - �� NxJJ ,..wa r�7 bane a. ��rr�w�r Rr r.e b w..,..n...+e csr.Fver...r,nnra..hr.ed lrrw�r,.ak.MMd.w�n. r� !J~ � ,>•��-r• /�� •r�J r�4�Qy FILL BUILDING PAD!] a 1-W*w p,rrvLN,r.nee■ewner..r�� / _ FILL 14 FEET . • ,ram r -,�i• - R n,r wd.rn mrty■rd r,es►y rrr.uwl,ry w.v ww.,Rn z r r! r r -- �r y rr/ AHANCOCK 7. Arvfwf srd moRr r erwwrr tore f,w,s,l.r r h ww wra,rw,f►2,v w w we..a Thwo w+,road / r -Y r . ASSOCIATES 1°trb.cb tlrwrl drvynvbwb rb•Rrture hrlteit.r Arer+..Y�+nt r vn+re„rnrsrt.,�lb+er Rwf deuV!tr ! r } � r�.I.tr b p.wr!w,r,ntr.r.W✓r►•wvt■Rr Jac LOW PaHT r r r Ir,wir S IT CAT:N_.H ; ! ASik r r _ r 1 ►e.rr a ow .a•.,µww CwWj,bwy,t e.vrw.#r yw.wyr,w»I ar.,,...t�aTI e.,w.I q,.br.n pOhv►..t..r 'I C1 ' g y /1 �� 1. A wetI+�•'ro■w,+„,nerrw s,rPer.n.N►rrl h,l.Nnt ' 7�iUi .����•O 1. h,bva Mrwrrr McWr sr./wwrt I..,Ire r rw.t.d iel,..e,.Mews.w Pw.n.hr ws1 !baba r,r■b A.w1► / ! I nwe4,wehv baba,t s rW..rr zow moor Avow / r rr +DIVE N A ! i { ! r �� Civil Engineers f � J.4 wkA tort,.bard w.e dN.►.titr baba I,.Md►rrbwt-btV+It.r.lr r eNr..e�tedn w.,wn b hors w - w e/w.,t►we.get.Kea Oe ant rw a d.7.vwN qr N A.r1r r.r�e Mw.ee.bw,*t4 th6 P r r r Q j r 1 �' \! !� r x Re+.ct w...,.r ayeere.anti tri+eM+aM e.�rter/►w#iR r�eb h+n s.«�wU.wt •,1 .r� � _ `r, � Ir �f � /J Land Surveyors seuxxavc ewnHrxs fr3 : \ /! ., J, !!/ err / Y t31A?tx 1tS79l,' 1 -� ` ' J r SE rrr� I .7 CPVR= /!: r �'d.` I I� Ile, -r r�-� Y` I Ir 1 Wetland Scientists StxAM 94l7Lt +}�•t~, ;i } /C - ! - ` 315 E1Si STRET 11;tfARL9DtiDiICN.13A 01752 ! } r r 1 YDftE AHC=ASSDC rAXA1MCD1i0-I12t r11b71 r 1 t /r / r/ / ! �ti 7 _. nnvr�carOrrX44 r ra-t �r�� i JI r s�T- 1 1 /rr rr i! / I�� t -� N. r � � '�.� ��1 r 11 -ter >/ rl �rIV BAR71ER j r I J r -� ! ` rr ���UlLL]ING PAD B•r -��~ °C BUILDING PAD C! Z CROSS SFC770N -/ - - - -1 [ J - _. "-'~ FILL d FEET /FILL 8 FEE7 -r 1 t 1 j Nor rG SCALE ,51�VWATFLE 1 9NCE 1,IIL1;� °J rs _- I IIa�1 =r - �ti��.:•. 8 , ji,i U t t ter;,-'"�' .,,.,��,'E![_��• ram•' / � f r �'• . .� - ���`""'-� .�.•.;4,�; / :;:�:�:�:;:�: �� rr � � Ft1TUREINFi r >;RRoOLSEt3FRtlPERTYLINr •� iTRA'�ICI� t1 -%�.d �"� _ r ��' 'nl / •T^r r ice••{I-T {T{-:�T...•• .T ...... .-� T� f•,...... /,...... �. , } � !�'-I.:r',., -��r � -�.�rr�.'`err!- t aI} :�• i ►a r '�'� tr �� ~~ �r .L-- ......... r:•r Uj.extll�_ �+ C y } } r! -_.� r JI / rr ! le el 3 ETC V T 5M No L1umm Im am } r / r .� x 1:1'C.P 1D11D/17 1} •1-�^ ��- • i } CraYnn, g MATERIAL STOCKPILE{TYP.) ,r !r"-BUILDING PAD#4 ��� r� ! !! t,r / .r T DPlt P 111Yf11D PLEB 11EM CD11MDM - agR7gY �- J MA rF r f , S 3 F r � � r• • r! f! '� / .h- 0, Z 6Y APP DATE = NSIou OC979 0 p� BUILL]ING PAD#3 t } t - f BA�Iti`t 1 r �- ►--� r/ _ EA 1 (BUILDING PADr7',P 1 i 1 14J' !rr - r -r -f / !r! 1 .r•+e•}+// E 10 0 8 A F �-. .�...----ti 1 t /r � /� r r 1 / � FsCPA Lk ti T P RY I \ ■ tt r// /� r/r ! rI 1}! ! .jrfr. APPROYM '•ate,_ ! r r� sj / err r/,f I • f 9e �I rI b r • 1 00w [1 ! ! 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Properties K-'N\ DRAIN MANHOLE MIN. .z 1fHE7V WAs7IiNC Is RE17LIrRER Ir_wAlt eE L+rrr ar Mavr STABUZEa EA THIN C7rUSNEa r TYPICAL CROSS 5EC770N I PLAN MVE ON AN AR SEtr'r Arne� W INTOeANr AP� Nor ro SCALE INLETPROTEC7'701V sz<rr�vice , _ sr3�rraA.sW NOT ro SCALE '� 7F.,MPORARY CRA VEL- -,� �" COIWTRI�C77ON 1115 Westford Street,tth 851 FRAUC r W?A2r 7t7 Ar FRAMC 70f 3WTW srluw w177tE r, .!.y;r s L&MffCW LF-240 CR EW9 fL�t w Awmm EIYIFIANCE/EXlT LQ�ve11,Massachusetts t11851 Nor 70 SCALE �-IANCD CIS r• AUh!z LL'CA4'SES Or I• ro HE EROSM CONTROL r ASSOCIATES ' T U LET CROSS 5EG71CW aAsw C MOTTO SCALE �'"LU-w WIN I Mor A,�s Civil Engineers RASW WALL y 24' SEE NOX NaV s M41 C> r ;: Land Surveyors IIA4rAR ALL, Nrs I$, ; ! ACV. ELAN- jAN Wetland Scientists CaJ P9 PRE-GtSr SrkPS SEE NDrE 2 }1{ G77VACE7E 7n COM9 NM W7H ASM C-f7a LNG FA7SRNC pf4FE rz"N7A1 r2. �RfP14AP CT7iEA' Inli'd xsrrs 72'COWACIZV 04A PER AS7t!A-ras f MR PIPE' a�¢-AIR 1 AVk7.A rscx avarc►UTAULO W Rrfm r KWW CWMM PR=A s 1 waaxa+r ANr �a AKCL%MWAAS/C4XW OrL&C fVrS ICRAW JMi 315 nU SMEET,MARLBOROUGH.WA 01752 l r'.i, I L SlGWE ROWAP, t YaW AT VC nP W Ax XAPCrr A+Aa AMW XV►xxrs w A r VaP x r NNW MOK M ON VOICE(508)480-1111.FAX(508)4 0-1121 COUPA07M 72'ARAY APfxanwim.r rY ar acer s PTVCm XMW NC eP aWf P 7XN W-nC XVAX AM7Mr Be W'A'91:RAH0OCKASSMATESCOM CA TC_Y BASIN Yf77N fl{OQL7 xnr A NOW ansrvstz45 Ar APPRat AC AO r�"APA�19 r+a AVM700"M,Cr:W nrrHsa+ AWA00 AFt3 PMXW PC Vm:0 Amax s rW-W A0 sas A R7 X9, xs,+J p nW ftCP _ R6iltMK'IS"Ktl'3r4V A^A!p"Y BtLIC oME7r D(3[ID AN7 L17iM-AC7rR 7faL:laCYAer HERl1X'Y fl1C)r 5CA NDT TYPICAL CROSS 5IY - lI1 LE nec xr�`� �� r rx^ArwrAa�rsr nr EG77C 10 U=)7CWS.WAt X DZYWM PW H-0 ta4UNG 'T t X sat 1rrXI7x rAj OW ur(tJ rr=MrkLrAM=rWa�XW3:W r►M On? Z CGWLX?YDF A?ANNa4 SIFPS SNAt4 BE INSrALLM Ar r2'LEG FLw 7HE FULL DiFTH AF 7NE snwc7unE r(r• A"04WArr.9WAaaasr nuC=Agr=ALL AerPsrssrar=RMYFASn m W RCSM DKJ NUPE'ppr 1W=0ECPArMW * PRo mr'v xNot(wm Fvm PIPES wrd z'mAx axmmw to oumar or PIPE Aea m,ALL PIPE auac LMW scnarsrsrcrc s�rAaxs aA.trp ArASAam r M%WVar a-V*--=0W COMVfr77 F. sEc nonr oorr aranr ra rr� rs srAnr PArmae 4, zwr wAL9Nr BErmzv PREa4s7 sm77tws sNALL L7E PRfFwum Bv7TZ RtesFx. R PCt=Cr P%WrAurr 0Iep-:9 AWrerxrAMM NM ArrVaa 1Mrrar rp MOCAr WWVAV av IWMWs rMe ROCK F3LL QU7LET x s s rr�strrcxexr+e rsra�raw asar raer rx.+cirxa wrN Av APPrawAAr r ommm srww:waw a3oeA+rru AwA AfFmwarar rrArxrrAacar NOT TO seRLE Be Vow MiXt Gant x"=sac mhanan PC Mr 0,srAPf£a■sp+rrnuerrrs areAwr t� L WC AWJC DME es rrvrIv Or MWN AV06MV orrM At StOr SM0UZ4WV MV90M"tL COWM+m as MANWAcx.Mrs 3PfWYrA+revs AW narAu v w aMMA= A Aa4 a OMON COYM c P=Wr m Jrx SWa ■r Mary ALKWr-w OMW OrArPWORV C001U. ,e'L]7AlE St-OPESTABILZATM ❑❑❑❑❑❑ >�if ////// > /f/f/ // iNor M SCALE -- ❑❑❑❑❑❑ / rx"CsrArE �/ �� ���f 2 Etc 4-12/15/17 NO Ci MMS IHIS SHEET' ' � � ra'LiIaN�Mi � /\�� `>�\. s>QI� n/za/sri PEER RErr�ouuex�s ❑❑❑1111❑ f f f / f / / f HQ BY AM OATC �[:H 0C5�F11ON 2 Y =ARE OnV" ❑❑❑❑❑ �� NYL RASr BAS9W�f��� �f f/��/�f����f ���/��f��� DPRIMJE QA 9 Q Q 18 DRAWN BACKFILL MATERIAL BELOW AND TO �� /� / / / An, N TE K r: PNJ f SIDES OF STRUCTURE SHALL BE NATIVE SOIL �\�f�������� %�%������'� NO7ir5" AND BE PLACED UNIFORMLY IN 120 LIFTS AND 1. FRAME AND CRATE SHAM BE RATED COMPACTED TO A MIN OF 90% fry ,�f �GE and t2'HGwEuul BACKFILL MATERIAL BELOW AND TO aea' Da HS 2[3 LOADING ' 2 FRAME AND CRATE SHALL BE RA7ED SIDES OF STRUCTURE SHALL BE NATIVE SOIL Bice"- 61CYCLE SAFE: rzs- zs• AND BE PLACED UNIFORMLY IN 12"LIFTS AND � COWROL � - zyl� 1dSt COMPACTED TO A MIN OF 91)°Ia �..� •-- ---.xua' rs•hVPE MNI EW EET INLINE DRAIN DETAILS ��E" _A_: Nor ro scAL- �wr.:, -�; i CATC 8ASIIYI4 AMEAND GATE � f�� \ � e•7 u„�u� �,a PERMIT PLAN M ,.s OF� DT NOT FOR CONSTRUC-nON GENERAL RETAINING WALL NQM� J �. '`J' !r 'A�.- '.-.". . . PERMIT PLAN- 1.774E PURPOSE OF THIS PLAN IS TO GRAPHICALLY SHOW THE OE57GN AND LAYOUT OF PROPOSED i -r '-r` r! r' MAP.34LOT #_.� . . . . . - NOT FOR CONSTRUCTION RETAINING WALLS WITHIN THE PROPOSED S17E � �� 1 r ■r Ill PSS7 Cc3,[d!S OIV rr rs�a_ z THE DESIGN Or RETAINING WALLS MLL BE PERFORMED 9Y OTHERS.RETAINING WALLS SHOM — 1 / � r ►ram � ` - Proposed HERON ARE FOR CONCEPTUAL PURPOSES ONLY. 11 r^ _� — ` ar - . . . . . . . . . 3 WALL TYPE TO BE INCLUDED KITH FINAL STRUCTURAL DESIGN. —r•�-ry I * � --I !,_r O rr- rr � ��_ . . . _ . ,. Eru ,,,+s- Mixed Use �4 4¢� Development .r-� ,-V�t .�' r} I ►e7"- 1 .'� �,rNrr 11 Fvrs` rrrr� r sr I % I % .—. ---_ L' ��~f It ■ T' LLL Route{c J a+�_�J+ j -'r! :Qr / J rJJ � rO � �—�Jr� O;rtC 125(oSgDIXI Street) a'' -t l` �{ `•�r/ rr i - r t' North Andover,Nlnssnchusetts WALL SUMMARY SEGMENT LENGTH HEIGHT AREA TYPE �d� ss 4 � r� • •' ! 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