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HomeMy WebLinkAbout0280 OLD FALMOUTH ROAD (20) oid "� i k � o FILE BACK IN ATTIC S y BANKERS BOX I'Yl r FILE ALPHABETICALY BY STREET PLEASE DO NOT FILE IN STREET FILE Q:forms/la rgeplansba nkersbox Lrl�..d9mce -<u,_s.� ti�, �. ...... .. .a.�r- -- ..__.. .!'�� _ ra.�.o•-�.+.---.:. •-- .,,.__Y....a�a,......_._.... ___._.__. A ',.::w _n�wle'lrld�llrl ^—'--:�]LYfYii. ' •• •. •. �.. •. ..•... _� �.- _ .:�. .. :. ... � •i�.A'-7 u�.a._ ._.... _._fire._ __SnN"u!' a'w.]� u'�'iws "Au'.�Avw�.-�, 1. �..J NAME PROJECT vav-),(?U� J 1 7 � + ADDRESS: �. , R d C"G'��V1�(>LLV41 � 1 Y 4V1 S- !s 1 PERNIIT# PERMIT DATE: M/P: LARGE PLANS ARE FILED IN: IL BANKERS BOX FILED ALPVMETICALY BY STREET- • INFORMATION SHEET FILED IN STREET FILE ' 67 t t q/wpfiles/forms/archiveBANKERSBOX 4 PROJECT �, n NAME: -� X t IIk YJ — CGS t �j ADDRESS: C� 4CL I�DC� vn ; I a PERNHT# -r Q ►2 PERNIIT DATE: M/P: { i LARGE PLANS .ARE FILED IN: BANKERS BOX ! 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O - Lr ENGINEERS * PLANNERS * SCIENTISTS * SURVEYORS No. 3t287 , checked' b a 382 BROADWAY ALBANY, NEW YORK �e pcz �� �� ,. 0 roved by �i [ B REISSUED FOR REVIEW t�RL 6-27-96 A , 3LE. M4SS�CHL•SETTS —w TOWN OF BARNSTA 11-11 r~ _� - _ N A ISSUED FOR RLVIEW DRL . 5-30-% . - ►► ` ,�hLG� scale 1" '��'l rev. no. dwg. no. -. _. . -. drown b o d b date, D\A. C\FIN l t/'A,�h.:•. � r- 6m 6d MAY 30. �, 96• _ F-960250 # Revisions drown by opp d by dote # .. r' D�A� P . Rey is�ons y ; PP y .,,2,0, „� CONCEPTUAL .� SITE F PLAN - r..at^^'-.a�r7E. .r` _. a?C FINAL (PLANS 5-30-96 2:08:59 m EST ate _ _..u.. +ar+*•.. .+�rre.r ..,::�a.,v.r�e_O a yr ra :.,. , ..- . 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I.6,0 V_I.I.)I -,;"_I/-I7 -C _P I4_u_6o.I_l-).- Ix-_.�6Se/.i-.. II .-4.L/ II .II �L 1�,E.. I_�..j iI II/Ml ..1LV\',tn\1_1--,"L:o\O'.[,I-�/-_.%1I\1/-Wa­X 0_-�,.,J�..-.1 S�-1,' ..)_--,,;i>rx.,`t�-I.1 -1 O1v I .*ft,V,­4 Iu .�"X.S .6x -�� - 1-I, ./6I.W DI.)L r(W�_L-- S.-11 ,.L.II,e_.."6.,nl l- / II *C.1,t "-- I,_59 1: �-�I,.5 I. _5`..\ , _I Il l. .'.iI LI r.a[ar E S2S0 \ - , / x pl. 'o, ,T_rg f! ' 6 ;✓� ''' . 1. TOPOGRAPHIC BASE MAPPING WAS COMPILED PHOTOGRAMMETRICALLY BY CHAS. H. SELLS, INC. • Z / t '' • o ^ t _ AP I \ ( ! s r" Cam'►-�D r a`J ' I EXISTING R FROM AERIAL PHOTOGR HS TAKEN JAN. 4. 1993. g � ! z •x S '\ t ' x Co . 2. ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. _ `+ C? `° 1 o x . �_ LIMIT OF WASTE o p n o 3. GRID COORDINATES ARE BASED ON AN ASSUMED SYSTEM. I x 0 _ \ � x r- x ss ' x i CONTOUR .; \ 9 {, \ �.• xs6.a 4. GRADES WITHIN CAP AREA REPRESENT FINAL COVER SYSTEM GRADES. o \ \ ` ^ 11 SPOT ELEVATION '° 1 \ LF. OP EXISTING I x ' � X ADE FENCE 5. WOOD WASTE HILL TO BE GRADUALLY MINED AND PROCESSED TO PRODUCE LOAM/MULCH PRODUCTS. ` t>IVS ' �TZO QF' 0 ASPHALT ROAD T REX/AV x ` WOOD WASTE MINING AND PROCESSING TO CONTINUE ON LONG TERM BASIS UNTIL FINAL GRADES APPROXI ATE IMIT W °'�'� • x C T R A SHOWN ARE ACHIEVED. 1SET'Nom%)_ o DIR 0 D i P.EGRADE'fl0S11NG BERMrO MIN. 5 FT E7C>�•IT, SITE ASS GNME T R P TY IN SITE. ASSIGNMENT LIMIT 6. PROPOSED FINAL GRADES IN WOOD WASTE PROCESSING AREA ARE INTENDED TO PROVIDE AREA ; := AAIENp 1N S S NEC.ESSAR TO SUPP �. `k' -- - i x ' - APPROXIMATE P O ER L E ac 6 /- -YN$� f _- SUITABLE FOR POTENTIAL FUTURE YARD WASTE COMPOSTING AND WOOD WASTE. PROCESSING. VECTATII!£ GR WTN. SERA/ TO S SEEYJED ANp -� -- --. �- I - - • --m" P R XIMA MIT OF SITE ASSIGNRI NT SEEDLINGS TO BE PL�4IVTED ALQNG x �' / 'on NE�Y S RIER F, NCE x • A P 0 TE U 7. SITE IMPROVEMENTS INCLUDING PERIMETER SCREENING BERMS AND FENCING REPAIR TO BE 1 Tt71° B SEE NOTE). x - C x o - . —x x x FENCE LINE CONSTRUCTED TO PROVIDE ADDITIONAL SECURITY AND DUST/NOISE CONTROL •FOR WOOD WASTE : / to 6 \" a+ U' l: I ( x / In u'r r: -\ - N x MINING AND PROCESSING. r1i , _ .}, . -- WOODED AREA / 1R0 - . o 1,7 _ la t _.- .• x +�e,,i rn o ., _ UTILITY POLE, POST 4 O + lo, ® rvw-a MONITORING WELL / /NST 2QO,;LF. / S Wi4 R IZE ARGE BASIN "" -- - - - 0; �- .1 tj nx, m 1 �� NEW TOG7CADE (:E -� I - x SPRINKLER ;dc SANITARY WATER WE LS - ' yy F �\ OTE 7) — , �'' -A Ay �i 1 .1' ' l x K 4 _ _ /// -a TEST PIT — _ ,n '� AeAroo,Ec x 1 WOODED AREA O4 f _. h ' / .«: _ , _ : . , I I N TR R t \ �� E_S000, •, ,. ,.` ,.- — ..;, p ) '_ Bt l0 G S UCTU E ^ y x (1\ l / A . - - \. - 1 i : 'f U _ _ n SWALE R„s 9 � .•r _ -sr+ a: .•� RECR AREA . TO MEE T ., ! .o.. .:....� /� ,- _ L 0� dYA�t/R T01�'OQRAPNY �, TRAIL i i \ N � _ ��. X �� ACCl- R t �1` , 4 4 Mw , ' 5 r�� . _ METER ) � `-, L-OAb ISPEcrIt o a 5..3 1 0 AS-8 AUGER BORING : - - _ -e x �•. - i :' .. I'�; "..-4._--r I- -.a_*-1.1.,,_�9.Z..�(---__.-'._l,".l..!�e,.M.-_._,-�,-r,-.--_:-ZII, .�,, ��.� ^ - - ,-- — - _ PER- — — �` 1 - A tE a . ' � � \�•�,, # v r I " \\ \ l TP-b X - _ _ •m / _��� / r-- % rpI :f -r�\ `� ` ( OO I PROPOSEQ I I '' ' • \`�--, f' -x N , / , 1 - - -.-*(/(,,_�.\/"­,�7_.;*._.I._,I-,.; l.L-�,.I:*k\ .'.1_'5_'�.-.I�-.1*1.=.I,)�. 1 l�1..-.z_l:-1',I l_,;\�.-_..I-l�V1,__E-0YV_-?;1-e1 07.._-.,I-0.!-_'1­l--,_0..' 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DRL 1 I- "I : ENGINEERS :* PLANNERS * SCIENTISTS * SURVEYORS checked b _ 1 - 1 - _ - y a 382 BROADYYAY ALBANY, NEW YORK o roved.b TOWN OF BARNSTABLE• MASSACHUSETTS , a A ISSUED f OR REV►EW vt _ -- 1 • Z Z I& � < �. A — --- . X -- ,► :, g. N scole 1 = 50' rev no. dwg. no. - x ' y pp y "�. v\INSBASE,Spt PROPOSED FINAL GRADING PLAN- � � Revisions dIr¢n ' � ; ;)� � ote �` - _ # Revisions drawn b o d b date o:\A\�: Ml�IvPLAN2 ,-22-9b 3:36:2J P.., EST .,,2,0,E„y0 dote 22'9 '996 F-960210 r) ,,_. ---�,1i.� . .. - •I,.•,->: _ , ,t,..; JAN r < 3 A % . . I __� ,3 - . • 3 13 S t - 1 .. _ I . . . . -_ - . - . . . - f , I - ' . . . . . "` _ " — ' - I . I I , C � � .7 , i . . � I � I II . I � I I -1 , 11 I ­ ­ . - L_ I .- I L ­­ I �1, I t NOTES: E bYbt1 1. P RIMETE TOPOGRAPHIC BASE MAPPING WAS COMPILED /HO'TIAMMETRICALLY 6Y CHAS. H. SELLS, INC. zi CID ,r,osc FROM AER AI_ PHOTOGRAPHS TAKEN JAN. 4, 1993. \ n r` " e \ _ jo \ \ \ , _ N NATIONAL GE IC VERTICAL DATUM OF 1929. r : s,; I x \ ,% O 2. ELEVATIONS ARE BASED O ! #, X, 0 ' �w j 9 3. GRID COO DINATES ARE RASED ON AN A MED 'SY TEMP P 'STO`I KADE- CE , 5 \ 1 _. A (IMIT _ r i !/ PP \ \ E do SITE ASSIGNMENT LIMIT i TIN SCREE G M 46 \�-- -- - _ _ SITE b k ` G E�N f 1ti E ,. Ems" .. , fa 8 ' ASSIGNMENT Ak \\ _ tic, - : k 1 Ab x <, ++ � \\ � ix) , CV ,. i' n�•' 1R ASS � x v-------/� , ---�� w ROCK ,,. 4 • m f / i i n ` rn _ - . x ! I ♦ S A�3 ' FEN TER WELLS , l ,r F � Sl'GWwA R R�HARGE BASINe5 , d OAREA, i ,:,. Arta � x , f4_,q� / // r• ` `�L i ARE ABLE) CL \ E 500� �IaC / w v t l \ \ 1 R �\ \ i i k �� / � �7�J•" x,• / `, "" \ , �.. t Y \\ CFNWI- ` \ '`` - :�+�• •••- � �V . � �, ,.:, PVC 54.2� ` . �G` ,� "� f ,,,. ► _ ' MINA ; i - i" �• - / _ K ft►. r► A ii p \•\�J �\ AREA • 00 C n dow ` - 7 +err s a1u��r��/ �►' I ai' ` a, E 410 sop 100 co _ 1 v kn t v , x 4 ��' �i'r or,400 I I 52 - .4 II -�_�.._own..`5 _,.. '• <. 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PERIMEZIR TOPOGRAPHIC BASE MAPPING WAS CO � r , � � � � �` � � �_Vj � I �� x FROM Ai_ PHOTOGRAPHS TAKEN JAN. 4, 1993. ,s I f 1 2. ELEVATIONS ARE BASED ON NATIONAL GEO _ IC VERTICAL DATUM 0 , ° r n Ae M D SYSTEM. 3. GRID COO DiNATES ARE BASED ON AN A E AA — - - : x T,�` FFVNCE i \ — 7 • MIT b� APPROXI ATE 1 SITE AS k NM N,T - __ \ \ Z SG E " _ BERM ASSIGNMENT LIMIT 40, .: _ E; ZSMG SORE!NJNG — \ SITE ASS G �¢ - ��: '. - �» r. xm E do \ _ - >4. . �01 4 . 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DATE DESC.,00D � RETAINING _ - / \ VNALL 56 .: 1 � 47.1 RETAIL SALE \ - - _EXISTING STRUCTURE TO55. -66 - - /// // / / t I I I I CONC. PAD / / AREA\ - l BE RE-USED AS I52.5 _ _ x // ~ \\ \ \\ STORAGE BUILDING r / I - --65 / I I III I I x 46.2 / \ - _ _ I ( \ 54.3 W ELEQ! �` --56-- \\ 6C \\ I I ( I 46.7 ( x /^ \g�\ // / I / / \\ -I /%4/z ewl METE REMOVE AND \ 47.7 ! \ / \ l / /I / / Wiz\-g� ! \ \\ 5a.3 \ \\ \ s4 I I I ! III / - I - EdGE 56.4 BENCH MARK � I DEMOLISH EX. \ \ / \ I / I I I I CONCRETE PAD \ / / 4� \\ l 1 1 ' / s .5 �g�� r G�- �-� \\ \\\\ \\\ I I I I 1 1 1 1 1 CHISELED SQUARE SET ON \ \� MAINTENANCE l a�L \ J I � CORNER OF CONC. LANDING 4g4 x I r \ 1 t BUILDING ELEVATION - 56.83 , 1 � / 53•g4/52.57 \ I \ 46.6 // \\ F.FL.= 55.0 UP #1 �7/TI \ 4E5 x W/ , T & TRANS. N I / /5 7.2x o 5 7 J G0 GRAVEL CONC. 46 RETAINING WALL_61 I 57.9 TW / =%r�� 45' \ \ ,' O •_``- I I ) (�' v'"' /! // � / 5�.� / LL \\\ V\ �r\� _<��� \„ _\ / 455 - - _ ! 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'Yarmouth, Massachusetts 02673 � ��ss.�2. , , ,-' - � _� ' S0.2 bi t. �pvc o�",f O U TH rQ;/15 BIT. 5087788919 49.9 A �/ 49.7 RIM=49.56 UP © 2008 BSC Group, Inc. 50.5 SU.1 RIM=49.72 OFI�'1 WI0E� #97/14 a PUBLIC - 60. 0 VV SCALE: 1" = 40' NOTE: I D UP #97/13 O L #97/12 0 20 40 80 FMTHE EXISTING INFORMATION SHOWN HEREON WAS TAKEN FROM A PLAN ENTITLED, "EXISTING ISSUED FOR PERMITTING CONDITIONS PLAN, 280 OLD FALMOUTH ROAD, BARNSTABLE, MASSACHUSETTS, PREPARED FOR FILE: CAPE RESOURCES COMPANY," BY CULLINAN ENGINEERING CO., INC., DATED SEPTEMBER 24, 2008. NOT FOR CONSTRUCTION DWG. NO: 5937-01 SHEET 1 OF 2 JOB. NO: 4-9391.00 I v N/F SYLVIA L. TUCKER S66,�. 2S6 936"F .66, N/F SUSAN J. FALLETTI N \ N/F `S4 STEPHEN MOSS •� S' it! SH OF Qom. N/F Q BRADDOCK DRIVE REALTY TRUST N33'59'45"E •6S. F HYLIA K. MAGER, TRUSTEE woe �y 8.82' \ o YERGAT AN CIVIL �+ ,o < C Q p� p E . F LEw\ -OP) LOT 1 BRIAN G. YERGATIAN DATE AREA = 21.3f ACRES PROFESSIONAL ENGINEER cs (Fnd.) RONALD J. &NMELISSA GAUMN 3 CAPE RESOURCES VPol COMPANY N/F \ \\\\\\\\\\\\\ V TERRENCE & CB KATHLEEN MALONEY 280 OLD FALMOUTH ROAD IN 80 \\ \\�\\\\\ \\ \\\\\\\ MARSTONS MILLS MASSACHUSETTS 02648 (BARNSTABLE COUNTY) \\ \\ PROPOSED \PD4�ITINGS-'SPACED\ X �^ � \ off.—` _ -•--•_ —._ .� .. ' \ .\ .� \_ �,\\\.��.\\ \ \1�Z' Q:G: \� \\\ �\\\ \ / 73.6 SITE PLAN \ \\ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ DECEMBER 10, 2008 RETAINING WALL X \\ \ \\\��\� 73.6 CS 76.6\\6� �\ \\\\ \ N RO \ II � N0. DATE DESC. 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