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HomeMy WebLinkAbout20140715 Plans/parking lot expansion - Plans - 500 GREAT POND ROAD 6/20/2014 j AGO \�' �1.�., �. //�„� ... „^ •i _ _ � �, BExist utding Serer Cleanout \ ' ��. z - Inv. IA47 --- �/ / 3 a g.�z z 6i Grass / ,.► ! ! ._----._._.-_._._. C5 Gravel Egg — -- '. Great Pond Road'sFnce , . U '�s>-3� . OP _ (- EDPEDP LOP Overhead Electrical � 6 Wires a z?1 � EDP. 143,. I ' 1 141 EDP.. �� -�s2 - ��' _ 1h4' .. 133 132 131. 730 - .. .� s zZ�� q- _ _ i—FIe,' —°. t5 , 51, `'<2?=\ -` -_ 1 i_ /y.-__ ' �i "� ra rer�ri�_-_—. yTrtora P - UP/ C10 WF Cg`- ii= 13&—•�fp •__ 111 �-i 127 y Y ETT6 B16 ! 1 I \ __-____ \q3 \�}\\\ ` c \\` � �" \` \� 428 \1\ (2)20' // `\\I\ J30 WF I I , Bituminous ---- \ ♦ \ .\ Parking Area- \�\ Willow WF 1 i g L ``Tea Box -- - APPROVED BY THE / - :{.`__-_1 _ Jy �� ♦ �� \� \'� �` �� \��` 3Vs' -max j rd Hole i _,y324y NORTH ANDOVER moa i Putting .� 'aa PLANNING BOARD Green � `\\ `: \ 1°'�\ � ` `� y`\\, Jy ` C13_ 42" y_134 (Sea Site Pkin Review Decision WF B75 %r _ _ \ \ \� \ '�, ♦ �� - �WBlaw / _ r; �. .►� Dated July 15,2014.) / \ Limit Of Bordering �t\ Jv- ��' I `•-/ ./�35� G6h'�I'cyyyrr-- Vegetated Wetland(Typ.) �p'S\ -— ! '� v �� ` < - = - ' i � �145�. \ I .. �\ \ �\ � \ �\ `� \\ `'__=�•i'\yF CIS Limit of 25'No-Disturb I j i� + _ ' _ I146 ( Sigd. �� ��♦ `-` `�\� \ 014\� / Buffer Zone(Typ.) •I `\\- 1 _ _ ---------__- i' \\ / \7P'8. R� \`. \ \ /^ i i vai c, m Limit of 50'No-Build ' qF 8136 4 I _ __i. _` _ -i �$ ``\ \\ Pine ` `"��\ �. �\ -�� ��` `��\ `� \--,t__�..�� y. � ----.'1j ca m m .n Buffer Zone(Typ.) / �'�- _,.><- • ���\ /'� \` ' \�� £ J) � ® v "®,,,Overlaw �, / i ConservaUwi / 4Azj / 16' — \\ ------ ------ — ''-- /.y _ i �` Pkle \ \�. 1 / 39 cai i pp ^149_____ �' Seww o t .� / / c- Markar T I/ _ 1// Pine I g".CPP.i°__ Fore6ay ,�. \ \ •� , Date'__ . (Typ.) �' / �� ° .. Inv.=140.0� `\� I `\`� / �' P Putting / ,, , ( Detention - . Limit of 75'Setback----, f O / !// i' /' \ Basin ' `\\�� \�� '�, `� \\ \ �_-__,+�"1 _..13 /y�J ,- Green Catch \` v (TYPO 0i3 ; / i_ i --- I Basin 4 i Rim-140.34 LmIt of 100'Buffer / \ \ `� I ` ��`'� - •,r .� \ _ - '/ / - - Zone to Bordering Pine Vegetated We0ands &Watershed t I / ' = / l BM—SPK IN UTILITY POLE c ____\ ♦,�i__ Y\ - _ Protection District / ' 24' \ 194__ \ �„�' 140 L - o �i 1 ,�_''� / r_/ ,- ELEV.=148.32 _ __ LEGEND & SYMBOLS Non—Disturbance / - , / Pine \`� \` — - - o � Zone T WF 812 ' 7 --_/ �/ _ �`1qJ"_---___^� / —'— —'—BORDERING WETLAND(BVW) �.()P) -----i-14- i�' i - _' ISJ: 81 "'- Pad _ ^��\`- '_" - \ o o . - die Tennis o v'� �� 3� _ ,_ _ luminous as Tree � BVW 25'BUFFER N� (lam i '1l tel: Parking Area In Areb `�` (TYP) _ .r \`7qz� BVW-700'BUFFER DANIEL B.HENNESSYI :ry \ \ �- .. ------- o --C 0 - MINOR z ASSESSOR'S I i i/ / / y - •� \ .� \____ 145\ \�e -——— CONTOUR-EASING MAJOR o ar MAP 64,LOT 17 i� / ./ _/ /- ,'_ -,�'' _ •� ` __ 'rj '-" \ `�--__----__ —DRAIN PIPE .o o ''r�i �/ �� z z `�`_`- ` -- �t _ EDGE OF PAVEMENT x _ �.. _ .``�`��� �y —EDGE OF.GRAVEL FENCE-CHAIN LINK o . �i // / �� 4 o Existing 0 - __ \\`l 48"""� '_ \ �.—-_. \ ```�I —��— CKADE OV13FENtHEADOELECIRIC WIRES z - 4-' , �, 7 Buldin I b' I / i' =/l 1 \ 11 - - w/f -- - PARKING STRIPE-4" �48i �5•��'i i /36� / \ J`\ �, _ `/ `` _ \ I� _ STONE WALL z—_x z-� I e/1ne.- -. -- `� 47� ��. \ STREET R.O.W.LINE. . —-' \ — —__ \\ `�\\` ��42- ri'Wwvry TREE LINE MBOLS 14gi/ 03 CATCH HBASIN .. Z $'z I I i i / / i ! \ \ 1 `♦ I "7A J - \ \lq J O CONSERVATION" - 0 - i MARKER m.. YIF 910 I/ / / / i r _ '�3� - \ 11 �\ I I ,� - _ �� `\\J50 � �` 6 ® UTILITY POLE V ' /-(/ Paddle Tennis Paddle Tennk 2 J \ > 0 WETLANWETLAND D.FLAG r 3. , Saw clean.tom- is 3_ _ Q' `---- Area I Area N /�� _ _ _ `y48 - / 0Itumtnous 1 \ 1 I - e- _- C- Z o= Driv\way- \\t� .f" I� \\ // 154 Eairway _ \' `y49 X. M W 0 Z u, Lj 9�/ i .�' i //1 1 \ ���� w •'�tN i.. Fri/ _ _ _ ~ <��� /'''/ _ W J a�oo ♦5. ,�i' / r ' \ i - / Exist ing \` . x—rki,�-?'+-r1 '.___ ' 4., i / / '\ LAKE Bulding \\`�\- `. i i / _ Jo, COCHICHEWICK f- 0 Z o w/f 24a \. ` U z Q r�.i PIngL.—_2�� ,.! �s " •\ \�\- i C7YShed.Stony iS:pL� .. ---- -..758 �r. // r Pad � �3a� i ,y�� n WF 08.�% �\ .�" Prop aneJ6 i' ' , i _ -t ,$ DATUM NO Tanks 2� \` �' ^\ j �\•JS ' �� �> i o, i $ ,4y l 4� _��C)59 I I 'L'�`—: J� �'\\ /r1ne wall te /\9% 1. ELEVATIONS SHOWN HEREON ARE s ._ %� TYP•) WF 87�r '. i 1 I i / '/i/ \J63 J ```" ,\.�"'• -` `� ___� / INTERPOLATED FROM NAVD DATUM. m 1 1r` �"�' `. --------- '' ABBREVIATIONS' / ; 1 / •, /I -� 764�/ 1 �� `1 1 -- i/ BVW BORDERING VEGETATED WETLAND N 15� ---' / , i�ti 6°/' / �_. 11t d, Y \� / �b"J - BM BENCHMARK p AGE CHASE LOCUS Z / , '. 7 / 16fi �R'S �'�° - a `. �°8--- __�' CPP CORRUGATE�'PLASTIC PIPE ROAD Z 0 WF B6(� O f A �/ / y7 y� Y / .� \ Plan SPK SPIKE s F.F 1 Jf / '`r ^°-' ' ���:� ,,,� `; Sea.1'a 2w - TtP. TYPICAL En�J 4- UP UTILITY POLEP' zO 7� WF WETLAND FUG NORTH ANDOVER MA W 0c`--- W/F - WOOD/FRAME LOWS MAP: i'=1000' o THE MORIN-CAMERON(GROUP, INC. 2014 PROJ.#3006 �; SOIL LOGS' 1500 _ I / / DATE PERFORMED:APRIL 15,2014 PERFORMED BY, SCOTT P. Existing - / r„J / -. CAMERON,;SE 13024 _ 'Building Sewer Cie., I Inv.=129.47 ac C4 Elev.= 151.4 z B� Grass �, „ - !9'-•-•----- C5 p• Ex oa F. G r e a t P o n d R q a�d'� ` �� - �� / Fnae",�° / �aW tREWA7 O 2r Z N -� 1 27' STANfNNs WA1EA OTY PROP.'DO NOT .LA g .�, _„_ `` ENTER'SIGN Lmit EOP /` „ ,,.�„_ EDP 40• -TWENdx aasm\m 0uwnc o g+7 FlAW OIREOtION 1 R5-1 to °/4 ) ,' " '-,, _. _ sEv1�R IIEPAIR 6 LIMIT OF PARKNG.AREA Rl1;IACING ` FLO fl'xIB'PARKING \(ohe �•Sefb . -,,_ +PROP.SEDIMENT FOR®AYS _ W0_ AND EXPANSION.APPROXIMATELY 25,625 SF Overhead E1ec al 1 SPACE(TYP.) - icA vo4 _ -REMOVE PIPE AND STONE/' r i� t mR .( / PHASASE E t•14,350 SF .1 - LIMIT Of PAVEMENT .� �`\`'_:\� / B'x2fT-PAVEMENT)" I=1 72-/` /h� 3 (SEE DETAIL) 2 1 - (STABILIZE CHCpC UAAYAI SALE EleV.TP 136:8 s w ?s 1 FINISH 2'BPHASE 2:11U,275 NSF Wires ..... .' - .. ............ 1lARKRTG-PHASE 1._....... 17 (- '� '.`p 13 13 13 RE-GRADE SWALE,LO 1 (T'P. t .. EOP 4J_ CEMENT 14 ) I�•=t �TR / u#--< - s.._•-Efi3N�K -B- aP AS .......�...._...: .. - � _. _ i - a' I0vR3/J;I SAN/VF -;t:� 3 `e_J3D-/ • UP 129 -120 -'z z s �1-•---• /4?_ �I( - ?.. -- •IJl.s ....r... °..._4/... _ �eY. ° .'.-, c� __ a_�.1 ---=.ET-a•. =,.`- -C6_. -•,=- D - e Imes/4 FI,WK/vFr O ` wg$a u _ gy 14 6 WF 81 \ ::................ , <.__ .-\:.. n+r-L"___ i- _ WF. mu 1 ..6NaW-20'_ 5 40-5� 2�47 .tptiu/e.'vss.MAss/FlRN �i (k• `r f�7KtASE ` _—_\\ \�_' \\\\ -- — jS T33 — ii _ .1`� 143—._ - � � L _ 1 ® 'E+m� \- � \ � 5 =127�_ B• 101fl3/6, SL,5G/LDDSE ♦\'\ \ d ( \ 5 WEID=38•,SANG BELOW Be WF 816 ' ?!� Bdumnmus 1 - - \4•y - \` \\ \ ,\\�...,.......1 - !c_ J:?.----� \\\`L�a♦�134r\ \1 (2 20° 130 Area 1 '- - - ♦. _ -.\ \ \ 134- ) I o•.-', - ♦ '� ,+� C12 Willow _ -� \ @ .25`(TYP.). .0 \�I �1 0 �\ \..V ! —4o f \ \\ \�\�\ \�\\�\ti\ J y ( \,�.,,:�� �:,,.��,: 3L.. Elev. = 144.10 k� R `\ �\�\\\ \ ♦\ra\ —\ `Tee Box \ Ji a LOAN 1 8 - 1�--_ ----�-- ♦♦ '\\ \ 4. y41 ,\\ \\ti•'`tC\\�_ i \� \\\ �` \5rd Hc. Itp• PROP.SILT FENCE ' I I (&5x18') _ 144--_ ♦ \ ><i / / \ \C(\ \\\\\ \ / / ( 1a, l�Rs/z�.SABK/w, �g5ry� (OR APPROVID 1` \-. _. -�133 q19- EWAL WF 815 // '--- - _ - 't- 101R5A, FSt,SABK Vrr 42" Limit Of Bordering - f' �_ \♦ \\ 36, \ ©Willow VIFr - 13, ,,..,, 4B' toTRS/S, F54sABK/ffr - Vegetated Wetland(Typ.} R•b( \= '__ PARKRG PHASE 1 PR .34y�•1 ADS ORAIR� .\ \. ••t ` I \'�\�\ \\�\\\\� \\y\�1 \-Ft'+ 'A/I ( \\ t„ 'I 5 z5Ya R Ws1.,Sa opSE ♦ ) .•i -' - DG \ r ,�� \\ � t \ \�C\ ' G75yJJ, ; Duam swAt� 'J� _ • ii.........44ARKl 1?HASE•:L::::... ��. . --^�.aa— .♦ l \. ♦ SEE DETAIL) WEtr 3B Limit of 25'No-Disturti ( '-"•"'••'•• -� - 34� ' 136 Buffer Zone(T)p.) \ x-PA�fiNG PHA 2 t �'__'~ _ \ :` \♦ �� l\♦\� - x 2 SPACES.:•:. .LONER..PARKIN-G..: ♦ , .... >\ ♦rj\`G�♦ \ ♦. q4. -�-,- PROP.SILT FENCE(OR Limit of 50'No-Build xl'4 ti- t�_ `�---•: \ / \\,6 �• ,2" \ \ >�!• �(�♦♦♦ ♦\` _ J\ ♦ APPRDYED EQUAL) / 1TP -C 7 •a< \- tA: �,• 11PPER-PARICIf7Frf O � ♦ \\� \ .♦�`L\\<�♦♦�` - \'ITS♦ / I - j .�,.r'11.. N o 814 - .:r 30:-�;: "• TOP.(tltACfl F \\ \\\ > -- is✓ Elev..= 145.7 Buller Zone(Typ.j f -/ `riv. :_ .:.I ... \ .� _\ \ ea SSA \ � -\\\\4\♦♦ \♦ \ y\\ �/ PROP.'Y HOPE CORRUGATED PIPE - _ `\ PROP.SILT SACK r 146-•,r:.. 47- .1 cj j\ ` AREA(6,750t _ �.\\ �t♦♦ \\ i' \1 r^`j ' ;(5B FL - m j0 Conservation (AFTER MSTAUA710N) .. •t.:c::. (.::�.r z::•::.::::di; Over ow - xp" \ (BY OTHERS y \ O\\`�\\\ \ ♦'' 1 1 1 IMV.START=14200 _ 9' o ee / `f �` \ ♦ \ `\ \Y 1 I I INV.END m 133.00 - mtRa a fst,sABK/vF 8 5 - Marker(Typ.) / / :. e--+,e4!•148--'-�.,G \ T. \ \ �. \ �\\ \.},\ ---- / - / .. ro ' / 6° P a., \ \'\\\lam\ \\\+\'\\\ \ - r �- �',� it R .CAl(AI BASK _....r: o ..d.;.. -�`-o Fart6n _ 1, ��•:; i .�••\ >�\\� \�\\� / /� �✓ PROP.POCKET � w i I :... W NODDED OUtCET `� .. `- \ / Limit of 75'Setback f /O / / ✓ ♦ // PROP.SILT u �, \ \\�-\, �• \ �\\ \` \z \ \\ - -/- We-TUND/BIOREIENlION / 3a'X o o. csi a ti a ` \\\\ / ,`i x 10YA5/4, SALT LOAN, a. / &4 SUMP SA \_ PROP.REL WALL �-06�do � ':. \ '.1- \ \ `\\ �\� /i/a =�--� BASIN(PLANTINGS BY IDYR (TYP•) / R 14&2 ... I •• _ �44. \\ \\� \\\ / .t" _1'S7'� .74• /vt7f0A 813 / 1 Q Catch .... TOW=148.5-74B.5 e Basin _ •.�>jP�.• \ � \\\�\ \\\ ����- !� / OTHERS)(SEE DETAIL) .. // . WF /; •`;/ Basin I BOW=143.0-145.0 J i - •o• 1 \ \�\\�`\\':.`-y- / / Q S®RI na74B.34 "•l _Limit of Bordering Buffer----_ f S �• Zone to Borderm _ / � _ _ �\ \T I 72'CtEAMOUT .I a6 � tpg; � ♦ ---_,,' ^'Lily\�\\ •--� �_/ / / / WID'`48' o N Vegetated Wetlands $r' ♦� / � r. WOOD POST&- \ I �', &Watershed -*1 _ / 1 �/ ♦ RAIL FENCE / _ 1r \/ k I 1 1 l 1 _ ,hi -\\a14.S46♦♦ 73 Protection District 'f / - is BM-SPK IN UTI POLE I- I I �1 F-t-1' Y•-� i, ,��\ \ \ � .�'�.-� / - Non-Disturbance t4' / = ELEV.=148.32 - OUTLET �24" _I IJ 1 I{1 1 1 A - c' /i / \\\ ♦\ \�\ ��� � / / y Zone istur WF B12 / / • / \\ �\ PROTECTON Pine \ j I i I 1 1 1ti\ '(\ / d 7_i i i"\\ \♦ 1 leN.\ \�; -\YdD-----•t y-- z �'r" 1Al / / '—_ ... \�, /. \ • „A',,lam / LEGEND & SYMBOLS o z i'r / 11420 I 1 I 1 - y� t�. , \ \t ail 1-::' ��146�- i' GRADING B - S/Y� BilumindTD. ^'Paddle Tennis I a 114�:5� I1�1 I 1 -_:.-_ ,�, 547n,.=„ �Y^l `♦d1-]-• LINES N / ;r: \\ \ Areo- ,, ° `p44.5__--� 1 1\I I 1 ,D' y�� h _ -.- _BORDERING WETLAND(BVW) 146G / i. 'A'(SHEET 4) \ \\ i \Parking Area\.i IT \ `T 4.1 I I 1 1 1 /k C �° / 1 _ _ DANIEL B.HENNESSY 3y 1 I �E' I 9.1 4- - ASSESSOR'S S _/ yf t Si'\� \ N E r I I I {1 l \/32�'..- / •� a I I I I I-^.. �•-'- Y .--- BVW-100'BBUFFER is o/ / / -i � ^� PROP PADDLE .. I I ." 1 1 1 _ •2�.�'^: 40_ �Lyf I 1 \'c\ Y w �d MAP 64,LOT 17 - <` `/ .:? -. BALL CGAi7 - -----CONTOUR-EXISTING MINOR \ PARKING,PHASE 2 i" G 1 I I 1 1 t�s 1 o \` s 1.4$ --_�i./ f\. A 'r �:- - o 'u,� / �/ / _` - \ y / \Y \ -CONTOUR-EXISTING MAJOR \/ / / / \ \ , \�•\ L THIS PLAN HAS BEEN PREPARED FOR THE USE OF. —o—DRAIN PIPE APPROVED BY THE / g / / / /, I \ \ \ ——_ —�A2 ..- m / 1 j 1 IC 1 =143��/ i- �C !•,`ti_.=...i� lyr\ OUR¢IJENT FOR PERMITTNG AND SHALL NOT BE EDGE OF.PAVEMENT WF B11 /K / / / / 1 .+\ 3J� - \ ---mot _ 11 1\ - , _ ap =c' ` '`- USED FOR CONSTRUCTION W1TN THE EXPRESS WRITTEN EDGE OF GRAVEL, NORTH ANDOVER !� o/ + I x• -151---- o Exieiing \1 . _'A /� ;_ad6.--_-!� >-` —x—x—FENCE-CHAIN LINK Bu6dln \\ _ d4�146�� 1 _ PERMISSION OF THE MORIN-CAMERON GROUP,INC. o FENCE-STOCKADE o PLANNING BOARD nsj- j, / // ;/ 6 I ` 1 1 - w f 9 _sew i' _ 1/..'. / /q 2 INTERIOR PARCEL BOUNDARIES WERE COMPILED FROM —OVERHEAD ELECTRIC WIRES (See Site Plan Review Decision \5 / / \ 6 -'149 %>' ?\ - ISatad JW 15,2014, I / 4n' // / \ __ I - `� ® 'A9 -� re` i T 1 ASSESSOR'S RECORDS AND SHOULD DE CONSIDERED PARKING STRIPE-4" Y ) _ \ i. \. I .r x---i �, eIih -.--ice -\ 11 STONE WALL �/ •• / 1 x—x—x xT--'x--x \ -� APPROXIMATE GREAT POND ROAD RIGHT OF WAY �/� / .;>\ $5--:•- ( •ifs STREET R.O.W.UNE �Lr.�'���•r'LLGw'•-- I/ / // �/ i ,` PROP.SEDIMENT = \ 't � �� � � � WAS THE RESULT OF A FIELD SURVEY PERFORMED BY ^�`\'�'�TREE LINE ' 14q / „�p� / ! °'L�5 I '.'•' \ I I 1 \ `FOREBAY/OEIENIBON = 150 Z COl87ECT IRRIGATION PIPE THE MORIN-CAMERON GROUP,INC.ON APRIL 1,2014, 3yi h T.�� :: �155��:{; I '- , I �� i / i �.`' I BASIN(SEE DETAIL) r1 " _ PTO EDOST.4'PVC PIPE 3. FEW TOPOGRAPHIC SURVEY COMPLETED BY THE SYMBOLS. / oy I / \ \\� \ - I " / / T (COORDINATE WITH NACC) 7 ® CATCH BASIN Z m ,pF B50 // / L / aH�; �T-w- 1 j ' \ RELOCATE 7.M±LF Sy / NEVE-MORIN GROUP,INC,IN AUGUST OF 2012. O CONSERVATION MARKER �p,1 IOF 6°PVC(SDR 35) / - / J/ c� PRE.12'ADS N-12 PIPE 4. AREA OF WORK FALLS WITHIN THE WATERSHED ® TREE . / / / /\ •• .... .... - SENtR PIPE a I- / $ 'o- UTILITY POLE -(75 FL) PROTECTION OVERLAY.DISTRICT AND THE RESIDENCE 1- '•"�� Paddle Tennis Pad tea, �-i / - >'I'r WETLAND AREA y Area= I Area�6Ys)" " ''� I \`Sep K Cleono - / �/� 183`INY.$TART=14200 ZONING DISTRICT. �-z •/ / /( / Oitu`frtY' - ^ I^w �`'. I)1'/ INK END®140.00 - 4 WETLAND FLAG Q w O�Wewoy :L;. _ PROP.SENTN /,t I-" ! ♦ �' r, _ �, 3rd\ 5. ENTIRE WORK AREA WITHIN 325'NON-DISCHARGE o _ •/ / / / / / .. \ ` , CLEANf1UT(TYf) s152 i \�/\). i f �Epin•�a SETBACK TO WETLANDS. 7�p-D� Tyr 4I PROP.SNOW: v 1 , �T, c> [ v Z o Date. \5l� / / / / _ / \ \ .•... STORAGE AREA 1=147:3t Iwf \ —, y/�1 1 , ! , TREES 1a BE REMOVED —x I s' y1 \, 155 N / \ \ (TYP•) I' �53 \ \� t r OPEN SPACE NOTES: U W o O o N f / / / \ / / 1 - EXISTING PAVEMENT SURFACE WITHIN UNIT OF WORK 22,753f SF W °- g'L/ / / \ \ / \ I :•xI --L_x 11� .t'�, \f / RELOCATE ELECTRIC/ - -� r- \ Existing \ \ '' •,,x xx-rx-.--dV�-- ., 5 ,.J \!fi � UNICAli0N5 CONDUf15 NEW PAVEMENT SURFACE WITHIN LIMIT OF WORK 27,905t SF W J 7 o RuAding \�. /''�:. ,: / / �"'-155- I •�\�- TO CART PATH \ - a W/f \ \ =$5A=x -- :5eq+er,S rw&e '�' / i f f -�_�-/ (COORDINATE WITH NACC) - MITIGATE FOR INCREASE IN PAVEMENT SURFACE AREA 5.152t SF INCREASE U 0 0 Imo.0 Z o ♦hI'/// / ///,\�� / `, ./ ".\\`\ \\ / -___s -- Ping - \ .+Cysh'ed Stone 75d� �'` g / \`\_ / . 15 PROP.SHORT GAME PRACTICE \\ WATERSHED PROTECTION DISiRICT-NOTES: � U Z ¢ Tyr /,`c�5 / / / / /\ / I \�\ ^\ - �•1 1 AREA(BY DTHERS) \ �, IMPERVIOUS-PAVED SURFACE AREA CALCULATION Q Y F z WF BB P�//// / \\a' \`Gcoje\to I/ --/♦5c/ !i ��// // _ REDUCTION IN PAVEMENT,WITHIN 100'BUFFER TO B-SERIES WETLAND 1,400 SF O ( f / Propane ^� \ , , +156�r��_� -i. / _ INCREASE IN PAVEMENT WITHIN 100'BUFFER TO C-SERIES WE71.AN0 1,975 SF l5 i (Oj5Tanks 6.B / / �e F� .OVERALL INCREASE OF PAVEMENT WITHIN 100'BUFFER ZONE 575 SF 159-- WF B7 // / /// ` / �-kne _. R_ --_ _ Typ.j % ' '��ABBREVIATiONS PARKING SCHEDULE: / / // / / 16J`/ \',� \Iu _ '� ` - Y i�� y� --y�'� BOW BOTTOM OF WALL PVC POLYVINYL CHLORIDE I 162 r / / 165 \ \ evw BORDERING VEGETATED WETLAND RET RETAINING PARKING AREA EXISTING PARKING SPACES PROPOSED PARKING SPACES 15.--/ I / 164 \ C'S'.' \ --_><s-- ✓ j / SCH SCHEDULE � CB CATCH BASIN 166 j' / I•:�' GONG CONCRETE SF SQUARE FEET UPPER PARKING AREA 14 PARKING SPACES 23 PARKING SPACES WF B6.[ O � ' // //� ysb• / - // CPP CORRUGATED PLASTC PIPE SSA SNOW STORAGE AREA "------, DP DRAIN PIPE TBD TO BE DETERMINED LOWER PARKING AREA � 26 PARKING SPACES 40 PARKING SPACES �,y,�; PLAN ►_ /( /.=/ ys ♦ / ,,,' "� ♦ DET. DETENTION TOW TOP OF WALL (-< SCALE: 1"=20' I 1\ G / TIP TYPICAL STREET PARKING- NO EXIST.STREET PARKING 4 PARKING SPACES Tn J 1 \_-�- -_ �_ `Y' '\ ``- .INV/I .INVERT UP UTILITY POLE - o O \v- - APPROX INIFRIOfi_pROPERIY LINE z . -- � \_ \ "'' 1 ., / -�' -- '•� T LF LINEAR FEET - - o 0 1D A 40 .,(� \ 1\ -4 / � \ MAX - MAXIMUM WF WETLAND FLAG TOTAL PARKING 40 PARKING SPACES 67 SPACES 04 PROP PROPOSED W/F WOOD/FRAME o ®THE MORIN-CAMERON GROUP, INC. 2014 PROD,#3006 I i " 4"WHITE STRIPE(IYP.) - . VARIABLE WIDTH - z � Z mCo O o zjR .i zz5w - I 24'(TYP..UNLESS NOTED 67HERIMSE) __ ( _ (MIN.).TO ALLOW DRAINAGE I �.`, U a� r 1"BITUMINOUS SURFACE COURSE 1 r BITUMINOUS SURFACE COURSE- NS \ 1"BITUMINOUS BINDER COURSE 2"BITUMINOUS BINDER COURSER. IIII IIII _IIII I z=A EIIII 8"COMPACTED GRAVEL BASE COURSE O g - IIII — 8"COMPACTED GRAVEL BASE�CWRSE E �' ¢-��. . agf Tr�S zma --= IIII �' �*i =LL IIII_IN iM IIII-IIII-111 I= l IIII-.IIII-IIII-IIII-IIII=IIIII I11-. �'"' w w18 (m) �q _ COMPACTED SUBGRADE. COMPACTED SUBGRADE 1. PARALLEL SPACES SHALL BE 8'X 20'. . 2. SEE PLAN FOR TYPICAL PARKING - - - SPACE SIZE DEVIATIONS. - - - PARKING SPACE STRIPING TYPICAL BITUMINOUS .CART PATH SECTION TYPICAL..PAVEMENT SECTION a° "S - (N.T.S.) _ (N.T.S.) N.T.S.) IN tiwoa� CROSS COUNTRY UNDER PAVEMENT TYPICAL SIGN BALES TO ABUT, BIT.CONC. TOGETHER y - - � � � �.. - \ 4"LOAM & PAVING - M.U.T.C.D.LEGEND WIDTH HEIGHT SYMBOL SILT FENCE /// �' a SEED 2°S0.WOOD POST 6'O.C. \ °� (AS REWIRED) 2"DIA.STEEL POST ❑) .. O' PAVEMENT SECTION WRAP ATTACHMENT 3= m m m > SEE DETAIL R5-1 30" 30" CORD AROUND ° Flow From Work Area m e g a - - ,t� POST TWICE 1/ a SELECT.BACKFlLL - �'/y+ COMPACTED IN 12"MAX.LIFTS - m y cR m - NOTE - "70 DOWNSLOPE STAKE(2) ° - `m 4 - SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND MASSACHUSETTS F _ PER BALE HIGHWAY DEPARTMENT STANDARDS FOR THE LATEST SIGN SPECIFICATIONS, ASCE CLASS B GRAVEL BACKFlLL - - - I-' TEXT,DIMENSIONS,COLOR AND NOMENCLATURE w a plpE COMPACTED 9$X IN 6"MAX.LIFTS � � � � BURY FABRIC 6" - � MIN.IN GROUND. 9"MIN.{EACH SIDE) - - � � z - , LANDSCAPED AREA DO NOT PUT SPOIL - RING —COMPACTED CRUSHED STONE OR SIDE WETLAND - H SIDE OF FENCE .YX2"X3' - FILTER FA13PJC SILT STAKES z ASOREQUIRED PEA GRAVEL PASSING 1/2"AND _ FENCE(AS REQUIRED) PER BALD ° RETAINED ON N0. 4 3". °a o o — 2'DIA.CONCRETE SUPPORT NOTES PROPOSED = IN EARTH 12" m IIII — IXISTING GRADE >a 1. SILT FENCE TO BE INSTALLED AROUND GRADE y LIMIT OF WORK TO PREVENT OFFSITE - - o ICI IIII _ MIGRATION OF SEDIMENT DURING _ NOTE. ALL PIPE SHALL BE SDR35 PVC IN LEDGE _ - '•__ CONSTRUCTIOn, - - (SEE PLAN FOR SIZES AND TYPES) IIII =1I{(=IIII= IN fABRIC'ANCHORAGE - _ - 6" NA'NRALL.WaTH TAMPED k3'-0"MIN. FOR SIGNS IN LANDSCAPED - o AREAS z UTILITY TRENCH DETAIL SIGN POST AND SIGN SILT FENCE AND" HAYBALES (NOT TO SCALE) .. (NOT TO SCALE) - - (N.TS.) FINISH GRADE,MIN 3'COVER Z m EROSION AND SEDIMENTATION CONTROL: NOTES: 1. INSTALL SILT SACKS IN EXISTNG CATCH BASINS.INSTALL SILT SACKS IN �n WIDELY ACCEPTED PRAC110ES'FOR REDUCING EROSION AND SEDIMENTATION WELL BE EMPLOYED IN THE DEVELOPMENT OF THIS SITE REFER NEW CATCH BASINS AFTER INSTALLATION. TO THE CONSTRUCTION PERIOD POLLUTION PREVENTION PLAN FOR THE PROJECT. 2 GRATES TO BE PLACED OVER SILT SACKS. ~ Q o CL a MAGNETIC LOCATION TAPE 1. THE DEVELOPMENT OF THE SITE HAS BEEN PLANNED TO MATCH,EXISTING TOPOGRAPHY AND GROUND COVER. EXISTING DRAINAGE 3.- -SILISACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM J"X Z p a 4"PVC SCREW CAP _ - PATTERNS OF THE SITE HAVE BEEN MAINTAINED TO THE EXTENT PRACTICABLE C"� Z EVENTS AND CLEANING OR REPLACEMENT SHALL BE PERFORMED WHEN: Ld LL O a Nn 2. STEEP SLOPES,WHERE POSSIBLE,WILL NOT BE DISTURBED.' DEPTH OF.SEOIMENi IS WITHIN 6"OF GRAZE < W c a -4"PVC RISER .3. NATURAL WERANDS WILL BE PRESERVED AND PROTECTED,AND EXISTING VEGETATION WILT,BE RETAINED AND PROTECTED TO THE - � EXTENT POSSIBLE CATCH BASIN GRATE V b <> o O co 0 4. -THE CONTRACTOR SHALL MINIMIZE THE AREA OF DISTURBED LAND TO THE EXTENT FEASIBLE - - FLOW' W C,7 Z o Q 5. SEDIMENT CONTROL MEASURES WILL BE APPLIED TO CONTROL ANY SEDIMENTS THAT MAY BE PRODUCED AS A RESULT OF SITE CATCH BASIN ~_ 'SACK. - CATCH BASIN GRATE 0 Z " CONSTRUCTION ACTIVITIES EROSION AND DEPOSITION OF SEDIMENT WILL BE CLOSELY MONITORED DURING CONSTRUCTION. SILT SACK Q Y z .APPROVED BY THE 6"X 4"TEE WYE 6. TEMPORARY EROSION CONTROL MEASURES WELL INCLUDE,BUT NOT BE UNITED TO,FILTER.FABRIC SILT FENCES SEEDING AND NORTH ANDOVER MULCHING,SEEDED FILTER STRIPS AND SILT SACKS IN CATCH BASINS(EXISTING AND NEWLY INSTALLED). n- !t O PLANNING BOARD - 7. TOPSOIL STRIPPED FROM THE.SITE WILL BE STOCKPILED FOR LOAMING AND SEEDING AT LATER CONSTRUCTION STAGES THE a Z .ySC /�SCX•i.,,, - STOCKPILES SHALL BE LOCATED SO AS TO ACT AS TEMPORARY DIVERSIONS,GENERALLY ON AN UPHILL SLOPE • IXPANSION (See SIte Plan Review D..I.Ion RESiRA1NT Dated July 15.2014.) '.• 8. SITE DEVELOPMENT WU NOT COMMENCE UNTIL ALL TEMPORARY EROSION CONTROL MEASURES ARE IN PLACE THESE MEASURES 1"REBAR FOR BAG REMOVAL FLOWFLOW SHALL BE EMPLOYED UNTIL FINAL PAVING AND ADEQUATE VEGETATION HAS BEEN ESTABLISHED., 9. THE OWNER IS RESPONSIBLE FOR CONDUCTING WEEKLY ENVIRONMENTAL MONITORING DURING-CONSTRUCTION AS REQUIRED BY THE - - 'cx/ y� NORTH ANDOVER WETLANDS PROTECTION BYLAW AND REGULATIONS - J 10. THE NORTH ANDOVER CONSERVATION COMMISSION SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION TO INSPECT SECTION .PLAN. SECTION - EROSION CONTROLS TO-BE IMPLEMENTED DURING CONSTRUCTION. Cn 11. THE CONSTRUCTION PHASE MUST.COMPLY;WITH THE ENVIRONMENTAL PROTECTION AGENCY(EPA)NATIONAL POLLUTANT DISCHARGE ELIMINATION,SYSTEM PROTOCOLS AN EPA NOTICE OF INTENT SHALL BE FILLED OUT AT LEAST 2 WEEKS PRIOR TO THE START OF Q CONSTRUCTION. SILT SACK SEDIMENT TRAP w 6 o �-7�zdly SEWER CLEANOUT (NOT To SCALE) o ! DOte (NOT TO SCALE) a c 0 THE MORIN-CAMERON GROUP, INC. 2014 PROD.>I3006 EROSION.CONTROL NETTING OR SOD q, UNTIL STABILIZED *SLOPEOA D c" PRIMARY OUTLET WEIR SECTIBREAON OR a j INV=134.50 -V\\\ B EXISTING ROAD PAVEMENT 2'(MIN) VARIES B TOE O �- TOP BERM=135.25 �\ A A'AND SEED STRAW // OUT FLOW-.- E705TING ROAD PAVEMENT 8' 2'(MIN) -NGORSOD \ T^ COMPACTED VEGETATEDGRAVEL,5'` PROPOSED PARKING COMPACTED SHOULDERSWALEcZ III-11 SPACE z SHOULDERGRAVEL ?i 2.1 -30DIAMETER - / ' % OPE \ oa•ERROCKSSET BOTTOM=33.0 =IIII- _ _ _IIII IIII.I II I _ _ w e'WIDE oUTFALL(MIN.) ALONG UCONTOET LEVEL ,40%SANTENTION SOIL MIX: \\y/ //`�/ EXISTING CROSS (III-III -IIII=(I I- III IIII - T - C� "ST1` O -I =IIII-� -- COMPACTED SUBGRIA (RQ�OVEJ IIII I r � e� Z Z-ff TO PROMOTE SHEET -30%TOPSOIL - c c�\/ SLOPE III= UNSUITABLE MATERIALS.REPLACE - `.J Pigt,>. g'$ 1115111=INSIII_.III-III_ FLOW -30%PEAT(MAX.2%CLAY, COMPACTED SUBGRADE REMOVE MATCH EXISTING GUTTER 4-6"LOAM' WITH MIN.1'FREE DRAINING - - m '3 PLAN VIEW - NATIVE SOIL ( 3:1 SLOPE q-6"LOAM AND I OD �¢=5 MAX 1.5R ORGANIC CONTENT) UNSUITABLE MATERIALS.REPLACE PAVEMENT SECTION AND SEED COMPACTED DENSE GRADED - - m 'LI WITH MIN.1'FREE DRAINING CRUSHED STONE) (MAX) W SEED STABILIZE AST ' N COMPACTED DENSE GRADED SECTION C-C' NEEDED w¢ $ CRUSHED STONE)_. G w o 9 I .. INFLOW DIRECTION NOTES: .. -NOTES• - `r'y O : o�" 8•LOAM ���` - - 1. MODIFY AT GOLF CART PATH TO MAINTAIN 1. REMOVE EXIS ING PIPE AND STONE DISPOSE OF IN ACCORDANCE WITH APPLICABLE REGULATIONS. (~ d Z z GUTTER FLOW OVER PAVEMENT.SEE PUN 2 STABIU2E SCALE-WITH STRAW MATTING AND HAY BALE CHECK DAM'S UNTIL VEGETATION.IS i� 5 g S d SHAPE CHANNEL ` ` .1-YEAR STOTTM'ELEV.=134.68 (!a FOR CART PATH GRADING. ESTABLISHED(GRASS MIN.3"). ` > ^ SECTION A-A OAS N ILLUSTRATED \� 2-YEAR STORM,ELEV.=1134.8 - a O 3 olNmesrrEPLATN to-YEAR STORM EELS=1134.9 CROSS SECTION A-.A' CROSS SECTION, B-B' - - 100-YEAR STORM ELEV.=134.95 � � � � - STONE ENERGY DISSIPATOR ` �'` \ (N.T.S-) (N.LS.) W,9eT7s,� (INLET/OUTLET PROTECTIONS \ If 0 BEEHIVE GRATE OVERFLOW WEIR YOUTH WATER FLOW \ (N.T.S.) T \\` - - - - OUTLET PROTECTION DIRECTION .- -.-...-.. `'t _ EROSION CONTROL NETTING OR SOD _ WIDTH.= 3.0 EB EROSION N CONTROL TOP OF BASIN=144.6 INV=143,0 ........-... .. a BOTTOM TELEV,=A 33.0 ... CASCADE OR BAR TYPE GRATE(U5 ` ' TOP ELEV. 134.25 - ON R - rHvaa \ 1 r "'•- FOUNDRY 8016-A OR EQUAL) :. •""""' r .I SECONDARY OUTLET WEIR ':INV = 3 �'� SLOPE VARIES - .. ------__- _ I I -INV=144.50 __-____- 148 1Q INLET PIPE I f ' - PRIMARY OUTLET III .. INV=140.00. �• III -I I 12"0 BEEN ORATE _ a i I ) AND STAND PER III J PROTECTION III EROSION CONTROL �.) I •••••• SEDIMENT FOREBAY 7 INLET ••-. I 1149.0 i I I I BOTTOM ELEV.=133.0 . TOP=.145.5 - _ - INV =142 NETTING OR SOD .. i i� ' TOP ELEV=134,25 .1 375 _ UNTIL STABIIJZED w _ U _ I INLET y? III S I- 18"BIORETENTION SOIL MIX. w N I �? PROTECTION -40%SAND I I ( ••pB.B+ " r'n- -30%TOPSOIL 3 m z 7 7J IISIII 8"ORIFICE /gyp IN5111 =., c -30%PEAT(MAX 2%CLAY, m m m < a INFLOW INV-14255 �/ - - MAX 1.5%ORGANIC t4dT I I I I I , I SLOPE=2H:IV TYP. J - ( ) III - III CONTENT EXTERIOR OF WET / ) ( /i (SET IN LOW rI I 6 I \WA QUALITY SW TER n q atE \ r N O U Q) N FLOW CHANNE L) I I �Y I II 148.7 A I \ I �S ELEV.-1420 o FLOW - { BOTTOM INV= REMOVE RESTRICTIVE 142.0 III II SILT-LOAM LAYER, = = REPLACE WTH TITLE 5 k' 4-6"LOAM \ \�/ 18"ADS N-12 III III SAND o n STRAW MATTING(OR y/�\ SUMP \p EQUAL TYP. //= 1 1= 1= �_ - - \\ I " )(TYP.) /-II II-II.II-111=III_III 12 MIN.LINED WITH SLOPE=3H:IV TYP. I I I 3"-6"STONE AROUND BASE SILT/LOAM EXCAVATED _ III= �' '.:..'..:t�`:��,'.''•.•.. \IL- GRAVELLY SAND LAYER (TYP.) �FxoM POCK ET WETLAND -111=III=111=111=111=111=11) 111=\It= i (INTERIOR OF WET I I I i I OF OUTLET PIPE(TYP.) - - - z z w I WATER.QUADtt SWALE , i I z }. .':. ) I , NATIVE SOIL SECTION D-D' o I J SECTION E-E' PLANTING NOTE: _ PRIMARY OVERFLOW WEIR - 1. ALL AREAS BELOW THE NORMAL HUTH WATER MARK OF THE POCKET WENAND/BIORETENDON AREA,AND THE WET WATER QUALITY SWALE SNALL SE g H � ELEV=134.50 SEEDED N11N NEW ENGAND WETM14 PROVIDED BY NEW ENGLAND WEILAND PLANTS,INC.,AT A RATE OF 1 POUND PER 2,40D SQUARE FEET. IRE WEIMIX �� I WIDTH=6.0' -- TYPICALLY CONSISTS OF THE FOLLOWING SPECIES:CAREX WPPINOIDEA(FOX SEDGE),CAREX LURMA(LURID SEDGE),CAREX SCOPARIA(BLUNT BROOM e) '•• \� l I I SEDG4 VERBENA HASTATA(BLUE VERVAIN),SORPUS ATROMRENS(GREEN BULRUSH),CARER LUFUUNA MOP SEDGE),RIDERS CERVUA(NODDING BUR y�. C , 1 I ( C. D i' �` MARIGOLD),CAREX COMIDSA(BRISR.Y/COSM05 SEDGE),CAREX GIIMTA(BUNGED SEDGE),JUNGIS EFFlIBUS(SOFT RUSH),SORPUS CYPEPoNUS(WOOL _ ` GRASS),GLYCEIOA GRAND]$(AMERICAN MANNA GRASS),EDPATORUM MACULANM(SPOTTED JOE PYE WEED),EUPATORIUM PERFOLIATUM(BONESET),AUSMA Z m O // 1 gS SURCORDATUM(WLP PLANTAIN),.ASTER PUMCEUS(PURPLE STEMMED AMER),GLYCERA CANADERSIS(RATTLESNAKE GRASS),SCRPUS VAUDUS(SOFT STEM \I � 7A' BULRUSH),ASCIPIAS INCARNATA(SWAMP MILKWEED):MIN=RNGENS.(SQUARE STEMMED MONKEY ROM). . ADD 3"-6"STONE TO - '� I r". 7 '`� `` - SECONDARY OVERFLOW WEIR 2 AREAS ABOVE THE NOR WATER MARKS SRMI BE SODDED OR SEEDED WTH MULTIPLE TURF GRASS VARTERES SUITABLE FOR GOLF COURSE USE o I I I DISPERSE FLOW FROM I ' �` �\ ELEV.=144.50 - z r WEIR- ' ii ' \ \ WIDTH=10:0' . PAVEMENT GRADING DETAIL 'A 1. ; I ' I \ 1 STRAW OR HAY MATTING(TYP.) � , 12"ADS N-72 INLET PIPE � ( r �\ t .t ` (NOT TO SCALE) ; ; ! I .I \ \ - INV.=142:00I �' . ..%L SECONDARY OVERFLOW WEIR STONE ENERGY DISSIPATOR I i , t II t - ``� ELEV.=143.0 GRATE&FRAME.(US FOUNDRY i i n `\`\ (INLET PR07EC110N)(SEE_ ' { I , i 1 1 ' WIDTH 4.0' 8016-A-OR EQUAL) i It it ``�\ DETAIL). I i { it \ 1 SLOPE=3H:IV(TYP.) k\ � Q 144 , CLAY BRICK COURSES \ '� _ { ; STONE ENERGY k 44•`','` -143 C> TO FINISHED GRADE _ - - \ �t \ �` ` i I I ', 1 J DISSIPATOR(INLET \ Z (AS REQUIRED) \ \ `t \ n \ 3''MOE X 6" ' { { 1 1 PROTECTION)(SEE ,142� •�` Q- PRECAST FLAT TOP rt "`� `IS�� ` DEPTH LOW FLOW r ' DETAIL)MTH `rM ' I t ' STRAW MATTING OR CHANNEL MAW- I I ' � SOD � .141.� . � x MATTING OR SOD) I I I , \ r E' ��y' `� C:.) m c PRECAST RING SECTION t` % `{T`� t`\t `; 1 1 i ` I 1 72"ADS N-72 INLET PIPE J40" `` ```\` t`r 4g Q V o g APPROVED BY THE \tt ` E I ' ' ,tiJ;/ LI 1 0 0 o N NORTH ANDOVER \ \ \ `\ \ 1 f ( ( I } ` \ r i5(MINBEACCESS INV.=140.0 \ \+S^ 1- O~ g < PLANNING BOARD \ s;' wW. 1 t I o i I { I I I 1 } t -- �Vp4•< i '! \```I w J a r o (See Site Plan Review Decision r`'� \ I I f I I { { i. ' ' �1 _/ 1 z Dated July 15,2014.) \, \ i.I- 1 j I I I ` 1 ' ' O li v 1Ak5 .-- --_ ', 1I ' }CA- p'• o¢ 8. .FLOW�- �` \ / i I ` I I i Dt I D k i I 1 i ! 1 / U Z. '¢ PRECAST RING t\\t r\t - \__� ` I I I i _-142" ' J r `•��� -_-'� i i - d Y 2 z. SECTION WITH '\`r \t. / % \ \ { I i 1 I _� ; , ; tO- OPENING FOR DRAIN \rt r / 3 'c'+ \ __ 143` - .' / .WTLAEDTPIPE125 PRIM `140 /ice I Q z \�` tr . '___`-_144' ' .� SECTION) ( ---------- PIPE 141 l /rr HOODED a `t _ 145.�-""'i i' INV.=142.00 _ 142 / -- z OUTLET PIPE - PRECAST SILT y %' _` 143 .. TRAP � -` SLOPE=3H:1V(TYP.) _µ6``�~-- 144 g^ Date'... D�7 mad' `PLAN �_�- --1a9 -" - - �1 `. 1-YEAR STORM ELEV.=143.52 _ 45 NOTE' 2-YEAR STORM REV.=143.58 - `` - I0-YEAR STORM ELEV=143.88 747, - 1. SEE PLANTINGNOTE,FOR THE POCKET - 100-YEAR STORM ELEV=144.32 1-YEAR STORM ELEV.=143.23 4B"DIM. WETLAND/BIORETENT10N BASIN DETAIL FOR 2-YEAR STORM ELEV=143,51 ""148 ___- J �. SEEDING SPECIFICATIONS. - 10-YEAR STORM ELEV.=143.99 - _ - - - PLAN - 100-YEAR STORM ELEV=144.37 - PLAN _ _ .. 4- TYPICAL CATCH BASIN WET-WATER QUALITY SWALE SEDIMENT FOREBAY/DETENTION BASIN POCKET WETLAND/BIORETENTION BASIN (NOT TO SCALE) - .(NOT TO SCALE) (NOT TO SCALE) z (NOT TO SCALE). ®THE MORIN-CAMERON GROUP, INC. 2014 - PROJ.W3006