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Ledgemont Estates Subdivision PlanLEDGEMONT DEVELOPMENT, LL C 43 TONY TERRACE BRIDGEWATER, MA 02324 01MMERS, DAvID R. PECK IV & JEFFREY D. GOSCIMINSKI 43 TONY TERRACE BRIDGEWATER, I MA 02324 LEDGEMONT DEVELOPMENT LLC 43 TONY TERRACE BRIDGEWATER: MA 02324 SCALE: 1 1) = 10 0 o'-± DATE: APRIL 20, N mhl 7 11 fl�ll Lv �:t�a '�`� '��� I r" son 2005 77 CIVIL ENGINEERING -LAND SURVEYING -ENVIRONMENTAL ASSESSMENT P.O. BOX 1088, J50 BEDFORD STREET; LAKEVILLE, MA 02347 TEL: 508.947.0050 FAX 508.9472004 TABLE .SHEET NUMBER PLAN COVER SHEET DEFINITIVE PLAN OF LAND 2 OVERALL SUBDIVISION LAYOUT PLAN i SUBDIVISION PLAN INDEX 4-5 SUBDIVISION PLANS 6 tl':EX4!71NG CONDITIONS PLAN 7 OVERALL STREET AND UTILITIES PLAN 8 STREET AND UTILITIES PLAN INDEX 9-1110 STREET AND UTILITIES PLANS "11- 12 R0/,l-/ft.,' PLAN AND PROFILE PLANS ii EROSION AND SEDIMENT CONTROL PLAN 14 WETLAND REPLICATION PLAN 15-17 DIL PLANS PROJECT. 3170201 DRAWING; CODER, dwg o. It . - k, Sub��v�S�c0 �jlcti�l NSEtT BAY x ApPONAGA B A Y / E W SMI TH NEC- CK RO w sas` W LOCUS cl SLOCUMS RIVER, 4 o b BAKERVILL VICINITY MAP SCALE: 1 "=2,700'.f N/F RONALD T. BOGUSKY & BARBARA PURDY BK. 4267, PG. 91 MAP 24, LOT 49 PLAN BK PG 21 1 72 5 75 53 106 74 112 150 128 133 145 83 J ti END/WALL/MELD a.. 10$ ME ME � 3,3g8,08g6 6V i 41 O,y sr.,t>,� 04F pSSpJ Z MERIDIAN OF 1921 LAYOUT OF ROCK O'DUNl ROAD PLAN BOOK 21, PAGE 1 •6?, F JOAO NA ARAL & S ?�. MARM L. AMARAL BK. 1813, PG. 980 MAP 25, LOT 10 0 .41. p S morn " 5 S 03'38'46" E 66.5,5, „ 189.75' ..'' S 05`1220 E 'P6`9`7�0~ ha PILE OF STONES/FD DH/FD N.18480.89 E:21503.53 I PIPE/FD FOR REGISTRY USE ONLY N.18484.45 E.2IJ53.66 N/F JAMES R. PRATT JR. & BK. 3980,HELE PG. 340 DAUMOM PLANNING BOARD MAP 25, LOT 6 APPROVED UNDER THE SUBDIVISION CONTROL LAW APPROVED (DATED , ENDORSED (DATE): 1.PIPE/FD N.18508.44 E.•21054.84 I HEREBY CERTIFY THAT THE NOTICE OF THIS PLAN BY THE DARTMOUTH PLANNING 80ARD WAS RECEIVED AND RECORDED AT THIS OFFICE, AND NO APPEAL WAS RECEIVED DURING THE TWENTY (20) DAYS NEXT AFTER SUCH RECEIPT OF RECORDING OF SAID NOTICE. TOWN CLERK, DARTMOUTH, MA DATE SUBJECT TO A PERFORMANCE COVENANT DATED ,RUNNING WITH THE LAND TO BE DULY RECORDED WITH THIS PLAN BY OR FOR THE OWNER OF RECORD. NT 3y g0' pf N6 SSA 1 490 571 S.F. SUBJECT TO RESTRICTIVE COVENARUNN/NG 9 Z (25.036 AC.) N/F WITH THE LAND TO BE RECORDED WITH 0 o UPLAND AREA.THIS kd �2 y�j ,�� �� � , ! � STEVEN B. WARNER & / RECORD. N BY AND FOR THE OWNER OF 617,716 S.F 14.181 AC.� RUTH E. �1 6• . % BK. 4700, PG. 165 k ro z MAP 25, LOT 1-2 A STREET & UTILITIES PLAN OF THIS .�1 ryh � MIRED / IMPROVEMESUBDMSIONNTS,HISW ON FILEING WITHTHE ;N / DARTMOUTH PLANNING BOARD AND THE v DARTMOUTH DEPARTMENT OF PUBLIC S 88'04'46" E �' WORKS. 36.93' z N � LOT NUMBERS ONE (1) THROUGH EIGHT (8) SHALL BE SERVED BY TOWN OF DARTMOUTH PUBLIC WATER SUPPLY AND w ' PRIVATE SEPTIC SYSTEMS. rn / PRIOR TO THE RELEASE OF LOTS FOR IN: 19007.9 OE,'20486.J BUILDING`` SHALL OR S4L& OPERAT/NG�ES N 03'25' 5" E � 55.39 78'02,5'N �� / N 21'6S 77"15'12" E ' W.DAK F IT IS THE RESPONSIBILITY OF THE OWNER 57.16, OF L075 FOR SALE TO NOTIFY PROSPECTIVE PURCHASER'S OF DRAINAGE' " ' DH/FD FACILITIES LOCATED ON THE LOT. S 62 5820 68 STK/TK/FD N.18825.10 + W.OAK/FD s � E.20352.95 � ° ONIF H/FD 1 R & M,P. 25 LOT 1 TOTAL. AREA: N/F DARTMOUTH NATURAL RESOURCES TRUST, INC. BK. 4587, PG. 249 MAP 25, LOT 5 9,2¢" MARC FOURN/E ! 3j6SF SHARON A. FOURNIER .�1 150. 00 " "� SK. 4765, PG. 257 0� p ° N 02'S1'S0" W MAP 25, LOT 3 9h� • / `� I 1 SB/DH/FD �` �(0�> DAVID R. PECK IV & JEFFREY D. GOSCIMINSKI 0 43 TONY TERRACE + �,��•� co oo 00 0 A'�, g21 BRIDGEWATER, MA ,p� o o b 000 71 0� 0 �� 02324 v dp�` 0h ti �O o . 1245 ©o � 2� APPLICANT' OH/WALL/FD � . EX/ST1NG TOWN o h �'?6 �O' DRAINAGE EASEMENT c; 4 r- '� / LEDGEMONT N:20140.94 ..----1 E:20065.38 ��` _ ' " ' � N ANORADE & DEVELOPMENT, LLC F Q OT43 39 , 96 0RONALD W, 43 TONY TERRACE R-300.00 t j 17O' " W TRACEY A. ANDRADE JEFFREY R. MAHER & i L�4p.46' 1 I ,� ,. 1r33'00 ® BK. 5697, PG. 249 BRIDGEWATER, MA IN PREPARING THE PLAN ENTITLED "SUBDIVISION PLAN OF LED GEMONT LORRAINE POST-MAHER 99, 47 N MAP 25, LOT 52 02324 ESTATES" AND DATED APRIL 20, 2005, 1 HEREBY CERTIFY THAT THE 8K. 2848, PG. 17 i 259,54' N 02'51'50" W ABOVE NAMED PLAN AND ACCOMPANYING DATA IS TRUE AND CORRECT MAP 25, LOT 1-1 ' WIDTH) N/F MAP; 25 TO THE ACCURACY REQUIRED BY THE CURRENT SUBDIVISION ' N 02'51'S0" W � C (PUBLIC-VARG4BLE MARC FOURNIER & LOT: 1 REGULATIONS FOR THE TOWN OF DARTMOUTH, MA, AND FURTHERMORE ly F BK. 4765, PG. 257 THIS PLAN HAS BEEN PREPARED IN CONFORMANCE WITH H/WALL/F 20 N/F GEORGE E./HARC/NG CORIN SCOTT & 25, LOT 3 BK; 7227 CERTIFY THAT �, PG: 299 THE RULES AND REGULATIONS OF THE BRISTOL COUNTY (S.D.) REGIST AA N.20035.07 �N.198 6�,�� N/F RAYMOND SiLVA dr SH/RLEY M. HARD/NG N/NA C. BLUMENTHAL s� OF � E.19957.99 N F JEFFREY T. H07E d, BK. 4196 PG. 211 ZONING OF DEEDS. s° �200 / KAR/N SILVA BK. 1913, PG. 258 off' �ttusv�t % JOHN P. ROT , JR. GINA HOTTE BK. 4642 PG. 21 MAP 25, LOT 55 MAP 25,E LOT 54 SINGLE RESIDENCE B NIP BK. 1903, PG. 296 BK. 3776, PG. J37 MAP 25, LOT 56 SRB H / MAP 25, LOT 58 MAP 25, LOT 57 Ln ALAN LASSALLE & OLGA BEACH LASSALE N F N/F WILLIAM 1. MORSE, P• D47E aso BK. 4775, PG. 334 BRUCE L. HUBBARD & DONALD ASPEN, ET AL MASS REG NO 27296 MAP 24, LOT 57 MARY ELLEN BENEFIEC IRS. WILD PEPPER FARM TR.-i-/FrT ' 8K. 5502, PG. 224 8K. 4824, MAP 25, PG. 135 LOT 51 PROJECT.' J170201 DRAWING: 0. \PROJECTS \DAR TMOU TH \31 70201 ROCK ODUNDEE\SURVEY�DE,FINATIVES\3170201 DEF.DWG (VIEW 1 PLAN OF LAND) MAP 25, LOT 59 SSETTAY APPONAGANBA Y SM/ TH x-) O�� NECK RD. END/WALL/HELD z Opp W APPROXIMATE FLOOD ZONE BOUNDARY AS?8. 9`s'r,S, �, �� w SHOWN ON THE FEDERAL EMERGENCY ��i Fop LOCUS ? SLOCUMS RIVER MANAGEMENT AGENCY COMMUNITY—PANEL"F J M AN F 1 o NUMBER 250051 0022E REVISED JULY 2, 1992. ERIDI 0 192 LAYOUT OF ROCK O'DUNDEE ROAD / - 2 PLAN BOOK 21, PAGE 1 t oo q 00 9 oc, ems• AKERVILLE pwttftyft mmmwmmw VICINITY MAP ♦ s+NIF SCALE: 1 "-2, 700'f ♦ A ��' ` F s JOAO AMMARAL & •2�. MARIA L. AMARAL BK. 1813, PG. 980 DAMES �?• PRATT JR. & '�' �, �!i /:: ; :••� _ MAP 25, LOT 10 M HELE M. PRATT s, All 0h�;.:.;.;.;. •:.1. ?��, MAP 25, LOT v� to ,r. '� • ' c' w . 5 •' I•;;;: ; ;:•O •Q PILE OF STONES/FD VVI • 09--"` 66 1.•:C•:.:. •'•:::::•:•:::•:;:::::•::. s • - LZ` « E . .. ?$• sueAs. TOTAL AREA: ¢?i ,. \\ 1 `•\� : : : : : : : : : �' po r' i ..u. �j,, �8l8. r. ,�. '•� '•\43,470S,F. (0.99$AC.t) , , ••`.�•,•,•�•,•,•,•,•,•,•,•,•,•,•,•,•,•,,•, S s`3?• ''` .�'''' \, `,\ UPLAND AREA: •.,,k.: .:.;.:.;.;,;.:.;.. :.:.;.;.:.:.: �.P• Q3�c� r'• --` 4p,953S.F (0.940ASr.#-------__Lol$ :•:•:•:•: I : I•: :•: , L4`�\ �\ ;------------' TOTAL AREA: ., ; ; ; ; ; • .,!� E` /'S 0 40,51" W TOTAL AREA: \�\ �`\ '� `- 63.547 S.F. (1.459 AC.:) ::�' 52,206 S.F. (1.198 AC.t) `� '\ �� 1 UPLAND AREA. / \ , . • . . ' • , , . ,\ \ • 1 ' UPLAND AREA: 56,779 S.F (1,303�• . ; u' r . \ \ ter' 41,409-S.F (0.951 AC.f) \\ \�• �� ,1' '� ' ' ' :"''' ' ' � • ' • ' � ' � � ' � ' � � ' � � ' • �• r � NIP _ /1//F p� J�' ,�, , i •/ --,� ; ; • • ; • , • ; • ; • • • , • , • , . , • , • , • , • ' © h DARTMOUTH NATURAL RESOURCES r ` \ \„/ \ . ! .' ,'s FAO..e -_ , . ; . i4' : • • . • . . , • , ' • : : • : : ' : • "� O TRUST, INC.RO �R4 PURDKY & 5 BK. 4267, PG. 91 k ` •:•' ;;;1�� BK. 4587, PG 249 '`` \\,. `\� i �' `'-',,,.' �'" • ZON1= A9 E 1'�) h MAP 25, LOT 5 MAP 24, LOT 49 �� • '� .� '"'� �/ , : , :. • .:. ; TOTAL AREA: • 7 . t 54,662S.F.(1.255AC.� i ;.;:;:;' :;:;.;:;:; •';:• •:• •a•' MONTAGEB UPLAND AREA: TA '• .•..:•:•. �.•. �S�s�, � ► � '� -''„- •Z^�' .�. �. '� , � j ♦ orF 0 924 AC fA LOT FRONTAGE ON LEDGEM)NT LANE FT)l 1 145.13 2 3 I Z 79 3 155.09 4 354.78 5 82.75 6 120.82 7 173.27 a::], 94.68 40,249 S• ( / - • 100"n �• \, 3a•08»E 8,6»� MAP-25-LOT:1'•.... N280. N�$$O 5 ;.,•TOT.AL-A: EA::•.•. •:,;�.:;:;�,: :••:,�.:;;. ;:•.;::,�: •p _3?; 26'$ EASE. W+ v : ! ,: ; :1,090;571: S.F.: (2�•:6,36; X. --ems / ,�, -.• I NIP"k0•ArZc�� �1 -� r•,. •, •,UP��.ANp A��A. .;•;:•:::;•: ::::;: STEVENB• WARNER / �\ �C.• " •. •.•. •6'f%,�i6;S,:(a.� �.�:•.•. •• . • • • • • • /, RUTHE. WARNER .�`6h .0 :.-� :;; ;;,;;;;;;,;;;I . . ;;;;,;'•. :•••.•:,.•: :: .•.•. ;;.•:•:•• .II .: BK. 4700 PG, 165 ,hzi` W .,: ,..' ' • ; ; �' • , ; ' • I. ' ; , ::.:. ; .:. ; • :. ; . ; , : • :. --`-- �� �`: ; • : • ; • : • ; , :: ; . • :. • ; • ' .�' . MAP 25, SLOT 1-2 ` ,� :�•�: • • - r•. \ ONING SUMMARY FOR �• ; . • , . �• Z M «� a • :r.; ''�` • , ,;. • ; • • ,►• ; ; • ; . , . , , /` \'� • , 1 . . , :TOTAL; AREA: . . ; . . •�`? c'p 9yro00, A• ,� cv ��"c. •SETBACK LINE (TYP,)...5'' • ' :594,262 :S.F 13 642 AC �• � �F♦ < CL ASTER DEVELOPMENT TOTAL ARE ' . . ' •` • UP N17 •AREA' " DIMENSION MINIMUM REQUIRED TOTAL AREA (S.F) 30,000 UPLAND AREA (S.F.) 24,000 FRONTAGE (FT.) 75 FRONT YARD (FT.) 15 SIDE YARD (FT,) f 0 REAR YARD (FT.) 10 14,550S.F.(0334AC.f) off �,, m• •,�; .:.... .•...•....;�... •. ...:.. .187,63-7: LSA•P;(4:312 ;A•.0:f);UPLAND AREA: ;,.•.,. i ; 386 S.F (0.009 AC.*) "'' •arN '•:';•:�':;;;•';;:;:�:' ' ''�'1.0;'('y':)•. / • • • • • • • • . • • • . • ,L* v n/ �•c7 J�., mil" • , • ; • . ,js ; • , , • ; • . . : : ' : : ' : ' ' ' ' .: ' , . ' ' ' ' • ` I. 0 d ' + LOB._ . ' . �. �N• 19007 7,,E ^� A55. \\\ • • , .: ; . ••�; ; / TOTAL AREA: �.: : ' : Ilk. • : • : : • : • : • : • . ' E.20486.3 �•'� 8.02,5 5' 80,300S•F. (1.843AC.:k) ;•; ;•;•; ;•;•'•;•' '�:•'•:•.• I �✓ ii�% 1. WOAK N 7 2 5 S 77"15'12" E �� . ' . UPLAND AREA: .. , • , • . t 57.16, i �� 66,851 S.F (1.535AC.+.) ,••' •'''•:•:,:.:':•;+�•:':•:•:':•'':''•'''••''•:' •:'' \ S 62158 f 0 E / • 2Z6$ ; AO, �.� 1 (rn'•) , ; ; .: , : , ; , . , ; , • • ; . • , ; 1 0 :_ •: ! ; • ; ; $TK,ITI(/FQ N.*18825.10 ..:.: • . ; • . ,. ; ♦ ;'"` W. DAK/'IcD E.20352.95 PRIOR TO THE RELEASE OF LOTS FOR y • , BUILDING OR SALE, DRAINAGE FACIL177ES ,.• �� � / ' 1 ; • : • : : • ' � : : ' : ~ • • : ' : • . • : • : : ' ; • ; .:�' , ' • SHALL BE FUNCTIONALLY OPERATING. S s6, h0 , L91.2 i i • . ; , I : • • ; • . . • . ; • : . ` , , • . . 20? " TOTAL AREA: ; f"' ' ;�,' . ~ : ' . ' • . ' : ' . iI �; IT IS THE RESPONSIBILITY OF 7HE OWNER S 2s E' i 40,987 S.F. (0.941 AC.*) ; D ..:: • ' ' :. ,,, • : ; ; • ; ' '�` • : ; : ; :: : ; : ; : : ; ' ' ' :: ; ; 'I : ; : ; : : .. ; ' • ; , . • : OH/FD OF LOTS FOR SALE TO NOTIFY �0792 �¢' '� LS�� i ; UPLAND AREA: Z �.•:'',:•.;; •, � :.�:,;. ;' •..;. .:•; :. •,:, ,:,•. ,+ �` �3j "F TOTAL AREA: ' fn INAkC 'FOURN/Eli & '`` PROSPECTIVE PURCHASER'S OF DRAINAGE �___._ .ss, '� ; 40,987 S.F. (0.941 AC. ) ' r�� . • ; : ; . • . ' . ' . ' • .:. ; , : SHAR N OURNIER ; ; ; ; ; ; : ; • ; � • ; • ; ; �.. 44�Q81 S.F. (1.012 AC•� � i .•�.% , • ' ,e�' :.'` � :-. Q i4; F FACILITIES LOCATED ON THE LOT. !�, , f?K.:47.65; •P,G, • , • , • • ' • ' • ' • ' n' ,�+LAND AREA: ;--------- ------ ------------- • ' • ' '�' N 02' 1'50" W ' ; ; . ; , MAp•�5� 'GO;T•3 . • ; • . , . ;� ; ; • : ; . • ; •4q ' •`L" •h `y4�4 081 S 9- (1 012 AC. t . • . 5 ;\. I. . I, DH/FO N.18480.89 E•21503.53 I•P/PE/FD N.18484.45 E:21353.66 FOR REGISTRY USE Oft Y l• P/PE/f•'b N.18508.44� E••21054.84 DAKIMOMH PLANNING BOARD APPROVED UNDER THE SUBDIVISION CONTROL LAW APPROVED (DATE)' • ENDORSED (DATE): PLAN BK PG 21 1 72 5 75 53 106 74 112 150 128 133 145 83 AL ' //, • ,� • :� , : SB,�OH/FO' / �� DAVID R. P C !9 i TOTAL AREA: : t` . ;.�i. • . , .r• ECK IV & ,SF \ ; , • , ' �' , • , , • , ' , • , , , • i� JEFFREY D. GOSCIMINSKI h , • ,� 40 780 S.F. (0.936 AC.* • ' . ' ' , \ ) ' to '+� UPLAND AREA: --- �,���������� �; .�.�.�� •a�' Zip/ BRIO M j 43 TONY TERRACE Si h1 \ i 40.780 S.F. (0.936 AC._) ' iu 4 o d . • . • . '2fl; i ��9 �' ...•.•. ..' A,.,� ;••.•.•.,.,.'�, 40 02324 h h' OH/WALL/FD?. '9 EXISTING TOWN • . tt�� • . • : ' . ' : ' . • . i I ' N:20140.94 '2cs • \ DRAINAGE FASEMEN;T ; `? o . ,.'' • : �. , / APPLICANT; E:20065.38 ?$� .���� r 43'39" _ ' • • : • : • ; ' ; • ; • ' • ; • ; • ; ,• : ,.'•' " -''' LEDGEMONT F Q-0T .._� ---- : ; : • , : , : , : , ; , ; ; • 98• �,- DEVELOPMENT, LLC •1-7 , �11�' 43 TONY TERRACE JEFFREY R. MAHER & : ; : . •L^4p; \,OQ IN PREPARING THE PLAN ENTITLED "SUBDIVISION PLAN OF LEDGEMONT LORR41NE POST-MAHER ' ' • , • , • ; ; • ; • ' • ' • ' % ' �- ' '� �, BRIDGEWATER, MA ESTATES" AND DATED APRIL 20, 2005, I HEREBY CERTIFY THAT THE BK. 2848, PG 17 , ' �' ; • ; . ; • ; • ; . ; ; � ; • ' • ' ' , � � '� 99'47 � ~ 02324 ABOVE NAMED PLAN AND ACCOMPANYING DATA /S TRUE AND CORRECT MAP 25, LOT 1-1 •; : . • . • " ' 25 4 1 N 0 TO THE ACCURACY REQUIRED BY THE CURRENT SUBDIVISION N 02-51'50" MAP; 25 W _ REGULATIONS FOR THE TOWN OF DARTMOUTH, MA, AND FURTHERMORE LOT; 1 CERTIFY THAT THIS PLAN HAS BEEN PREPARED /N CONFORMANCE WITH THE RULES AND REGULATIONS OF TI-l£ BR/STOL COUNTY (S.O.) REGISTRY N 2003 07 •1 9860'20 BK; 7227 OF DEEDS. E.1995Z99 , �• �•SN QF M,g�I � � ' WIL1 IP.�1p i1 M t. l TOTAL AREA: P. WILL/AM MORSE, L.S. ATE * S L 8,644 S.F. (0.198AC•) A� UPLAND AREA: MASS REG. NO, 27296 •�• /Y 8,644 S.F. (0.198AC.*) PROJECT,' 3170201 DRAWING•' 0. PG: 299 ZONING DISTRICT: SINGLE RESIDENCE B (SRB) l HEREBY CERTIFY THAT THE NOTICE OF THIS PLAN BY THE DARTMOUTH PLANNING BOARD WAS RECEIVED AND RECORDED AT THIS OFFICE, AND NO APPEAL WAS RECEIVED DURING THE TWENTY (20) DAYS NEXT AFTER SUCH RECEIPT OF RECORDING OF SAID NOTICE. TOWN CLERK, C ARTMOUTH, MA DATE SUBJECT TO A PERFORMANCE COVENANT GATED ,RUNNING WITH THE LAND TO BE DULY RECORDED WITH THIS PLAN BY OR FOR THE OWNER OF RECORD, SUBJECT TO RESTRICTIVE COVENANT DATED , RUNNING WITH THE LAND TO BE RECORDED WITH THIS PLAN BY AND FOR THE OWNER OF RECORD. A STREET & UTILITIES PLAN OF THIS SUBDIVISION, SHOWING REQUIRED IMPROVEMENTS, IS ON FILE WITH THE DARTMOUTH PLANNING BOARD AND THE DARTMOUTH DEPARTMENT OF PUBLIC WORKS. LOT NUMBERS ONE (1) THROUGH EIGHT (8) SHALL BE SERVED BY TOWN OF DARTMOUTH PUBLIC WATER SUPPLY AND PRIVATE SEP770 SYSTEMS. OVERALL SUBDIVISION LA YOGI T PLAN OF LEDGEM ONT ES TA TES LOCA TED IN DARTMOUTH, MA DRAWN FOR LEDGEMONT DEVELOPMENT, LLC, DATE: APRIL 20, 2005 SCALE.' 1 "=80' 80 0 80 160 240 ENGINEER: PRIME ENGINEERING CIVIL ENGINEERING -LAND SURVEYING -ENVIRONMENTAL ASSESSMENT P.O. BOX 1088, 350 BEDFORD STREET, LAKEVILLE, MA 02347 7EL»• 508.947,0050 FAX: 508.947.2004 SHEET 2 IL_� -- \DARTMOUTH\3170201 ROCK O'DUNDEE\SURVEY\DEF/NATI 3170201 DEF.OWG (VIEW 2 OVERALL LAYOUT) TOTAL AREA (S.F.) UPLAND AREA (S. F. ) FRONTAGE (FT.) FRONT YARD (FT.) SIDE YARD (FT.) i REAR YARD (FT.) VICINITY MAP SCALE: 1 =2, 700f LOT FRONTAGE ON LEDGEMONT LANE(FT)] 1 145.13 2 31779 3 155.09 4 354.78 5 82.75 6 120.82 7 173.27 8 94.68 ZONING SUMMARY,_ FOR r- L_ DE)aLOPMENT ::I- MINIMUM DIMENSION REQUIRED 30,000 24,000 75 15 10 FRA PRIOR TO THE RELEASE OF LOTS FOR BUILDING OR SALE, DRAINAGE FACILITIES SHALL BE FUNCTIONALLY OPERATING. IT IS THE RESPONSIBILITY OF THE OWNER OF LOTS FOR SALE TO NOTIFY PROSPECTIVE PURCHASER'S OF DRAINAGE FACILITIES LOCATED ON THE LOT. I r � IN PREPARING IHE PLAN ENTITLED "SUBDIVISION PLAN OF LEDGEMONT ESTATES" AND DATED APRIL 20, 2005, l HEREBY CERTIFY THAT THE ABOVE NAMED PLAN AND ACCOMPANYING DATA IS TRUE AND CORRECT TO THE ACCURACY REQUIRED BY THE CURRENT SUBDIVISION REGULATIONS FOR THE TOWN OF DARTMOUTH, MA, AND FURTHERMORE CERTIFY THAT THIS PLAN HAS BEEN PREPARED /N CONFORMANCE WITH THE RULES AND REGULATIONS OF THE BRISTOL COUNTY (S.D.) REG/STF OF DEEDS. �2L WILLIAM I. MORS , . DATE MASS. REG. NO. 27296 w wwwwol�lr w wwww w w�w�'a w ww�lwrtl�w ww nwwwww w wwl�nw� ..� ` Iw .wlwwwwl w �Illww�' AIA 1eftb MERIDIAN OF 1921 LAYOUT OF ROCK O'DUNDEE ROAD PLAN BOOK 21, PAGE 1 w �w ww twmlwwm w -� C- __ _ - •s`w - ----- -- _ ----i t'� �,a. C+ '� j�'1 , SHEET 5 "AA '+ ' Au � 1 +t , /00000 \ ` Y" su f, ,••► •,.- �. ` ZONE A9 EL 13) •.' ZONE B At �k ! I + •r• r'+W '�` ► ��, � ZONE AIU AA. A6 woo ,, I + + / •' a- ...---°'^' ZONE a4 •' \• MAP x �- TOTAL ARIA: to to 1 1 Y 1 1 Olw. 1• 1 I �� 1 1 1 1 �. I •� 1 I 1 1 �. 1 1w 1 1. 1 1 1 1 1 4u 11090,571 S.F. (25.036 AC.*) • �' •• ; - /' UPLAND AREA: 6W,716 S.F (14.18J ) A& %+ ,w` IAt ,fir ,� • • '� r'' / 'r` .mow r ju 41116 A& ak ,k / \�� w w�wwll w ` All 4116 / � 9 If _ c �� ♦; N qoo Sk low aw ..mmmm...w m w.wiooi . �• T as 0 20 _71" 1000 PLAN REEEROGEs; • , + A& / ' m / AL .00 ice' `J EXISTING TOWN i i i /245 / "� / �', \`-__„-.� DRAINAGE EASEMENT 1 low 1v PLAN BK PG 21 1 72 5 75 53 106 74 112 150 128 133 145 83 . I — 4 . 1 \ OWNERS: SHEET � � OAVID R. PECK IV & JEFFREY D. GOSCIMINSKI 04 11 i ❑ n �` OR i 0 11 1 43 TONY TERRACE BRIDGEWATER, MA 02324 APPLICANT: LEDGEMONT DEVELOPMENT, LLC 43 TONY TERRACE BRIDGEWATER, MA 02324 MAP 25 LOT: 1 BK: 7227 PG; 299 ZONING DISTRICT: SINGLE RESIDENCE B (SRB) FOR REGISTRY USE ONLY DARTMOM PLANNING BOARD APPROVED UNDER THE SUBDMSION CONTROL LAW APPROVED SDATQ: ENDORSED (DATE): I HEREBY CERTIFY THAT THE NOTICE OF THIS PLAN BY THE DARTMOUTH PLANNING BOARD WAS RECEIVED AND RECORDED AT THIS OFFICE, AND NO APPEAL WAS RECEIVED DURING THE TWENTY (20) DAYS NEXT AFTER SUCH RECEIPT OF RECORDING OF SAID NOTICE. TOWN CLERK, DARTMOUTH, MA DATE SUBJECT TO A PERFORMANCE COVENANT DATED , RUNNING WITH THE LAND TO BE DULY RECORDED WITH THIS PLAN BY OR FOR THE OWNER OF RECORD. SUBJECT TO RESTRICTIVE COVENANT DATED , RUNNING WITH THE LAND TO BE RECORDED WITH THIS PLAN BY AND FOR THE OWNER OF RECORD. A STREET & UTILITIES PLAN OF THIS SUBDIVISION, SHOWING REQUIRED IMPROVEMENTS, IS ON FILE WITH THE DARTMOUTH PLANNING BOARD AND THE DARTMOUTH DEPARTMENT OF PUBLIC WORKS. LOT NUMBERS ONE (1) THROUGH EIGHT (8) SHALL BE SERVED BY TOWN OF DARTMOUTH PUBLIC WATER SUPPLY AND PRIVATE SEPTIC SYSTEMS. SUBDIVISION PLAN INDEX OF I EDGEMONT ESTA TES' LOCA TED IN DAR TMOU TH, MA DRAWN FOR LEDGEMONT DEVELOPMENT, LLC. DATE; APRIL 20, 2005 SCALE; 1"=80' 80 0 80 160 240 ENGINEER: PRIME ENGINEERING iMc 0 P OOENGINEERING-LAND EDFO D STREET R��LL U01 ASSESSMENT TEL. 506 94ZOO50 FAX; 508.94Z2004 SHEET 3 PROJECT 3170201 DRAWING: 0: \PR0JECTS\0AR7MOU7H\3170201 ROCK O'DUNDEE\SURVEY\DEF/NA7IVES\3170201 DEE.DWIG (VIEW 3 PLAN INDEX) »•BORDERING -VEGETATED WETLANDS DELINEATION APPROVED BY E 2 TT BAY/ sooroo op W " DARTMOUTH CONSERpATION' COMMISSION O,N FEBRUARY 6, 2005. E $ PPONAGANS x 73� N$ 41.08 w �. �,4r 5 1�2� go N \ , / ILL . 1 13.63 1 L-54.5 ,Illy • ' SMITH NECK RD.=31'16' 6" L=84.87, alllt B A Y / E w =48'3736" A' ,3,4 20D4 aallc . — — .,lilt ix �� •�. 113.88' • po , Z1"E . E 14 w * 7111 N ' MO.30» ' �o . ' LOCUS o .,l c'•• p=1 T21 '30 4 � � stlrc • A - 33-2004 , � A ,35-2004 • ' z SLOCUMS RIVER E- r3 ,,ih• 1 N V «� L=50.92' » o d. p8'37'36 ,� 1 o `�• : TOTAL A EA: o ,'lll'a r' --� • '"� ��-31-2004 A-32-2004 ` 1 w �� 3 14,•550 S.F. (0'334 AC• ry �lltc - • alllc J� i\ UPLAND AREA I A-30-2004 \ V �/ // ,� ,.•..*`� .Not- v"��, ' 386' S.F (0.009 'AC-*K;-- . . . . . . . . . . II � P CD alUc FOR REGISTRY USE ONLY BAKERVILL D oo . allli % A 36 2004 ' illlc\ �,, �• �• ��,`� Z W ®^ o alllc • l A-29-2004 - c..•, 18-2004 ' �16 cJL VICINITY MAP' . CALE.• 1 "=Z r�• ' '1I!` A-28-2D04 \-37-2004 "• S , 700 f N alllc�.Y.B.U..AiSrEL..,..��l.. ,� a'» v+" . • L=36, 05„ A = 74.'97', atltc,' SETBA CK LINE (TYP.)TO`fAL AREA•'•L 1 594;262 S.F.(13/642 'AC.t)' NSF • L1=20`39'12• �� ••26-2.004 .A=7135'31 . • alilc. o / UPLANb AREA:. RONALD T• BOGUSKY & 34•$O A-17--2604 0 • DARTMOUTH PLANNING BOARD BARBAR.4 PURDY ' '�` �111c • ' • O / �, 187 8 37 S. F• (4, 312 AC. t) , 'oo A-21-2004 '. • . • 8K. 4267, PG. 91 0 ^ N / APPROVED UNDER THE SUBDIVISION CONTROL LAW T 49 cn •A-+16-200 ', A-38-2004 �, MAP 24, LOT � � ,,.� p . �--� .�' �. •� ^, l A-2?--2004 o. 22 2004 ILL •- w • �� cV / 1'0! TYP. APPROVED (DATE' • ' cs �� L� 124 95 �',v �•�� A=71'35'31" s ENDORSED (RAM: ... ... A-15-200� r �20.95 \ s. s 9 ® 1 I ��'•�o. L 16 26' 528�1 / A-26-2004 A-39•-,2b04 7" 'a �31 • A-•23-200:4 N78025 E 1- / , "*A r -- —.� A-14-2004 21 55' 0-25 - ,►-24-2004 ! LQ�:."4 A-12-2004 '05 E N2 • ` TOTAL AREA: ,, A--13-2004 ! 6 $2r3/; 1.=17.02 r0 II 80,300 S.F. (1.843 AC.t) A-40-2004 . L=05'25 03" S2?S �' / A-25-2004 UPLAND AREA: ' I1 N6�4?47�"W 628 W I 66,851 S.F (1.535 AC.t) '�` I HEREBY CERTIFY THAT THE NOTICE OF THIS r !• CO S9'33'42,"W / r A-11-2004 / D PLAN BY THE QARTMOUTH PLANNING BOARD WAS 0) 23/03 •,L (j /� -41- ' ' ,�,�• RECEIVED AND RECORDED !►� /�� /L�Zp.80 N22• �1 A �200 , • AT THIS OFFICE, AND NO APPEAL WAS RECEIVED S6 ! y R-220. ' S62 w ' "/ ON y' ! ' / a�05'25 033' 704 8 ,$ Ss la , ,. DURING THE TWENTY (20) DAYS NEXT AFTER 10•, �,� h 1 %` t ti +� 1 SUCH RECEIPT OF RECORDING OF SAID NOTICE. z / 4 / r ' / ��`' �/ goo• e <`9 �o'd 15 (TYP.) ; ,�� °61 .%"A�60.-2004 TOWN CLERK, DARTMOUTH, MA DATE eA-10-2004�� ,0 op, .o v '\ %.% A-42-2004 •al1Lc ®A-SB-• 004 MERIDIAN -OF 921 1AYOUT / / ���;� ' ' � (11 ROAD / ti .Q N \ , ' � ♦ 55-2004 SUBJECT TO A PERFORMANCE COVENANT OF ROCK 0 DUNDEE 0 / / , PLAN BOOK 21, PAGE 1 / / : 0 \ 1 (TYPA.-7 4 ® .A-56.—Z004 QATED RUNNING /" WITH THE LAND TO BE DULY RECORDED . 1 @ • o . A9-2004 WITH THIS PLAN 8Y OR FOR THE OWNER OF � .\O' ODw RECORD. co A-44-2004 SUBJECT TO RESTRICTIVE COVENANT LQ 1 I/ L / I z .""co � I r • • DATED RUNNING TOTAL AREA: I c4 I r allLc . A-64-2004. _ _ . TOTAL AREA: 4 cn WITH THE LAND TO BE RECORDED WITH 1 w W slll` . 44,081 SIF. (1.012 AC•t) ► 40,987 S.F. (0.941 AC.t) Iw,, �'= c,+ . 0A-*45-2'004 AL THIS PLAN BY AND FOR THE OWNER OF 2004 ?d?�N / �ryh UPLAND AREA: 1 UPLAND AREA: I q, oo� o © RECORD. ?S F / ) I 40,987 S.F. (0.941 AC.t) • 600 / 44 081 S.F.SIF, 1,012 AC,t I � r•r, � A-46-2004 • ' A-S3-2004 ' A STREET do UTILITIES PLAN OF THIS. � - - SUBDIVISION, SHOWING REQUIRED IMPROVEMENTS, IS ON FILE WITH .THE lM ' I �� �� co •� � �A,52-':2004.17,307 SIF, 0.397 AC.t) I EXISTING FOUNDATION � N N a0 • •� � • " DARTMOUTH PLANNING BOARD AND THE 6S. ( I RAZED L-55`.8; o �,.;a a A-47-=20.04' 'r� 1 4 S02 51 0 E / ! (TO BE ) 6=26 , 07 �o �' A=-5 - 0 �! WORKS. OUTH DEPARTMENT OF PUBLIC L---------•-•----- — --_ � o `� _' A 49 2064 .00 �....... � •. / N00'46'33"E r — _.._ — .� _ C% p, a �' % /.�► LOT NUMBERS ONE (1) THROUGH EIGHT SO4'16'14"W Ja, w N. 1 127.15 131, 25' `''• `Jo. `''o' N/F / (8) SHALL BE SERVED BY TOWN OF DARTMOUTH PUBLICW TER SUPPLY AND r- -- --- - - - - - w ...... _... - _. _ N., _ _� so �s �' A-50-2004 MARC FCO)URNIER & ' 1 INn I �\ ya�a, �''•s`fl" BKSHA. 4765, PG. 257� . RNIER% PRIVATE SEPTIC SYSTEMS, N i co l �'' � �\ csc9 ems. MAP 25, LOT 3ELM �I • TOTAL AREA: \ '��o. / PRIOR TO THE RELEASE OF LOTS FOR / \ I . ?6F o I 40,780 S.F. (0.936 AC/t) TOTAL AREA: UPLAND AREA: \\ S02'16'1A"E •+' / ?p¢ 4.948 S.F. (0.114 AC•t) 40,780 S.F. (0.936 AC.t) 57.30 00 ` L=46.8N o � '3�'S6" I v� ' N d / c °do' A=33 34 56 0 $ o o • o o . / #245 rn N/F `�'yi ✓EFFREY R MAHER & 0� 3� S� I I ; b BUILDING OR SALE, DRAINAGE FACILITIES SHALL BE FUNCTIONALLY OPERATING. IT IS THE RESPONSIBILITY OF THE OWNER OF LOTS FOR SALE TO NOTIFY PROSPECTIVE PURCHASER'S OF DRAINAGE FACILITIES LOCATED ON THE LOT. B• .m• _ M ' q257E �I 'LORR41NE POST-MAHER T•1ni _ �°i,sri" BK. 2848, PG. 17 N. _0.27'.51..6.-6'1-9 4"W MAP2F LOT 1-1 -263A- 209,37' � `• S02 611 II . ' \ co g0A�0 I A= 09*22'45" , ' A=09 22 49" L=38.31 . I z L' 40.46 R=120.00 » 1 '� 4 7'43'3$" •L=36.98'' R68p.00 A=9314'14, \\ I , TOTAL AREA: A .00'00" R=23/54 SO • 8,644 S.F, (0.198 AC, t) 9s)9> R-300.00 ' R=23.54', SOZ' 1'5Q'#E OWNERS UPLAND AREA: I S02'51'SQ"E 1 Q,98 DAVID R. PECK IV & • 'S02654145 87.08 JEFFREY D. GOSCIMINSKI 816" S.F. (0.198 AC. t) I i OAD43 TONY TERRACE �1921 TOWN LAYOUT) BRIDGEWATER, MA WIDTH), � � � 02324 (PUBLIC -VARIABLE APPLICANT: �. N.19860.20 I ( / LEDGEMONT E•'20060.14 I! I i i DEVELOPMENT, LLC 43 TONY TERRACE `� �' •. I I i �' BRIDGEWATER, MA �. "SUBDIVISION PLAN OF LEDGEMONT „� .. ` � I I I I 02324 IN PREPARING )art PLAN ENTITLED �,1 / THAT THE MAP: 25 ESTATES" AND DATED APRIL 20, 2005, I HEREBY CERTIFY I ABOVE NAMED PLAN AND ACCOMPANYING DATA /S TRUE AND CORRECT ` I , LOT; 1 TO THE ACCURACY REQUIRED BY THE CURRENT SUBDIVISION MA AND FURTHERMORE X X REGULATIONS FOR THE TOWN OF DARTMOUTH, / ' � \� PG, 299 CERTIFY THAT THIS PLAN HAS BEEN PREPARED /N CONFORMANCE WITH THE RULES AND REGULATIONS OF THE BRISTOL COUNTY (S.D.) REGISTRY / , OF DEEDS. ,�� �-�, .� � ZONING DISTRICT: �.w ` SINGLE `S SBI,ENCE B �E -00 ' w •e/ WILL/AM L MORSE, L. S. D XI MASS. REG. N0. 27296 .* + SHEET 4 PLAN BK PG 21 1 72 5 75 53 106 74 112 150 128 133 145 83 PROJECT•• 3170201 DRAWING: 0. \PR0JECTS\DAR7?vfOUTH\3I70201 ROCK O'DUNDEE\SURVEY\DEFINA7IVES\3170201 DEF,DWG (VIEW 4 SUBDIVISION PLAN 1) ANSETT gAYVEGETATED DELINEATION APPROVED DARTMOUTH CONSERVATION ATION COMMISSION ONFEBRUARY6, 2005. • NAppONAO ,z REEERENCESL LOT NUMBERS ONE (1) THROUGH EIGHT - PLAN BK PG (8) SHALL BE SERVED BY TOWN OF r SMITH NECK RD. 21 1 DARTMOUTH PUBLIC WATER SUPPLY AND g� z BAY / E W PRIVATE SEPTIC SYSTEMS, cl 75 53 PRIOR TO THE RELEASE OF LOTS FOR '`•► ` o ��,�?' ' BUILDING OR SALE, DRAINAGE FACILITIES ' f 06 74 w f 12 150 SHALL BE FUNCTIONALLY OPERATING. . .00 , ' • MERIDIAN OF 1921 LAYOUT a LOCUS o �� OF ROCK O'DUNDEE ROAD a SLOCUMS RIVER 4 128 133 IT /S THE RESPONSIBILITY OF THE OWNER N/F 0 145 83 OF LOTS FOR SALE TO NOTIFY ,� • •.� JOAO AMAR4L & PLAN BOOK 21 PAGE ` PROSPECTIVE PURCHASER'S OF DRAINAGE • �„� BK, R1813, PG 980 a t FACILITIES LOCATED ON THE LOT. Aillc , A�1s , Jv v1 l\ A1J1L . D-14, MAP 25, LOT 10 ' OVA A& 361L L 0-10 � 75� D-12 BAKEROLLE R �,' A& S1 .0 189. % \ �� 0 46'34"IN $05.42'2•0"E SO4.43'08`W ' S0338'46"E .85- 016 VICINITY MAP N 8� 5�.69 _ •-3�,.3.3' SCALE.' 1 "=Z, 700'f DPr1WALVFD0-8 � N i `\ ` D 16 N28�2, �, \ Igo; s. ?�90 Loj �0� \ TOTAL AREA: N; i I RONALD T. BO'GUSKY & ,�`V ® Sys \ 43,470 S.F. (0.998 AC,t) BARDARA PURDY \ UPLAND AREA: .,.. I I • �' \ \ . BK. 4267, PG. 91 AlI1L 7 ?' D-4 \ ��' �'a \ 40,953 S.F (0.940 AC.t) .�•' 1 I \ ` alUc . . . . . . . . . . . . . . . . . . . . . MAP 24, LOT 49 N0 T14'S1 "E y \ D-18 R 2 D-3 \ "'' F\ 1 N01'22 36 E I " 4 ,26' I / / " '� .— D-2 \� \ �.,100' BUFFER 1 - - -- 107 �"� D-1 ZONE TO BVW (TYP.) \ \ 4 3'6TAL AREA: \ ' L Alltc 0-48 1.4Z...� \ \ �` \, ram,, `� . , ,•.`O \ 1 63,547 S.F. (1.459 AC.t) �' \ t�• . ; . .hh TOTAL AREA. UPLAND AREA: .•-''� D�-19 \• D-47 52,206 S.F. (1,198 AC,t) \� \ 1 �' 56,779 S.F (1,303 AC.*) ' ?� UPLAND AREA: ',,• 41,409 S.F (0.951 AC.t) / • \ `.\ °;• ��,i ,, 0ON EASE D-"8 • � • � , , L=173.27' ' ` ,��.$\ 310,962 S.F. (0.251 AC.D-20 ��� �RF / \ .•� \ ! A=152'43'S8" ,►, , �3�a0.5 _ �' L�•94.68' LOT FRONTAGE) .�'''�" ®. .D-22 . D �•21.Az* .44i O o`ti i AL'` �6 / \ \ , �'\ I •`� a 1 / / �: 341 •3S R „•,,.�-- 'p r , �h' FOR REGISTRY USE MY Qv .� \ \ F\ r 1 D 23` DARTMOUTH PLANNING BOARD �n 1 // 00 . \ \ .''� 0• 0 3p Ww ® .�y.\N , . APPROVED UNDER THE SUBDIVISION CONTROL LAW L=19.6 5' N17 5 0—,2' .Og ZONE Ag AEI ; 13 i I !' 0 1 �' r' N �-I '—�- ZONE 8 • APPROVED (DATE)• 7 AL 1,.4., ' W 1 'D 1 ®`- 6 ENDORSED (DATE): _ / S TOTAL AREA; L=2718' - A11r"'` 1."> 0 1 D 27 ,. .-... AS All54 66�PLAND S F. (1.255 ACrt) 1 r`- co ! •�..>. R=20.00' O -' ...,• . op� 0-43 AREA: ! ca ! ��'. L=77'51'14 D-28 ... , `scp �'': 40,249 'S.F`--(0.924-.AC.�) f ! F I A4 r • ' Alitc R=00 !� 20. L 43'02'57" N48.14 WE ' 0-29 E �4 l HEREBY CERTIFY THAT THE NOTICE OF THIS .�►S ,� ���,'� 2,138 S.F. (0.049 AC.t) \\ , �6u,,\ -I lb � r , PLAN BY THE DARTMOUTH PLANNING BOARD WAS • \ \ o u�. \ i g36 $`L ' AIU� �. RECEIVED AND RECORDED '?s'�F 121•/ Q=6.4'42'S3" ' at11c AT THIS OFFICE, AND NO APP64L WAS RECEIVED S29'37'32"W ' �, E-2 E DURING THE TWENTY (20) DAYS NEXT AFTER \ S00 3 81 W N81'41'2$"W � 'T 2�`� SUCH RECEIPT OF RECORDING OF S41D NOTICE, s23.3t3'os"w "'_41.08 �,2g 0 E 35.80' S141 25.63'®D-40 13.63' D-3 /� 11�69 .D-32 Alltc, .E "1 TOWN CLERK, DARTMOUTH, MA RATE 0-37 L=54 5 S48'08'56"W A1llL • w' L1�31'16' 6" = 4 87' . 26.88' c� -39 - Q- 00=48'37'36" �llc .• -...., A-34-2004 SUBJECT TO A PERFORMANCE COVENANT DATED RUNNING 32 •.p -' \ A-'1 E-15 WITH THWITH E LAND PLAN TO BE DULY RECORDED O • 113.$8 • ®0-35 0 D- 4. b-,33 • 1�2�"�C \ E-14� E-11 RECORD,BY OR FOR THE OWNER OF 1E LnMILL A�i`=30.30N " �O •� . 526 �� ,9? .•' \ \ . '' E-13 f SUBJECT TO RESTRICTIVE COVENANT 'vJ'BYA« . L�50.92' �I�c attic' A-33-2004 t A 35-2004 _ ,a�c� '�� DATED E /VE VE • TOTAL AREA: �• L1 48 37 36" \ E 12 •'�` � � ,RUNNING N WITH THE LAND TO BE RECORDED WITH o � '� w..r - 3 ,14,•550 S,F..(0:334 AC. cV �tltc ' + r,.• p \ �ltc N a THIS PLAN BY AND FOR THE OWNER OF • --� A-31-2004 A-32-2004 . ,� r ' A1I14 " UPLAND ARCA:. ► " � � , \ cn RECORD. • a, 386' S.F (0.009 •AC; t� �' ! A-30-2004 Q cA ,du•04 :., . � A STREET & U71UTIES PLAN OF THIS o • \ �+ • • SUBDIVISION, SHOWING REQUIRED AIJIt / A-36-2004 ' ' \ t-� !• IMPROVEMENTS, IS ON FILE WITH THE o l A-29-2004 \ "'-> ; • DARTMOUTH PLANNING BOARD AND THE A A-18-2004 ,dic l `\ ,•A a' DARTMOUTH DEPARTMENT OF PUBLIC . . . . . . . . . . . . / \ •0 0 WORKS. • A-28-2004 \ 37-2004 .� Nt7� AlI1G Alllt. / . A& , . . L=36�05 L=74.'97, sttiiJ lv%F • 4-20'39.12'•' 1 -•20-2.004 •A=71 35 31. / TOTAL �4REA: RONALD' 7; Bui�USKY & ?�' / \ '594.262.S.P. (33.642 At.*) OWNERS: BARBAFZA PURDY 34•$0 17-2004 0 t;; / \ • UPl•AND AREA: DAVID R. PECK IV & BK. 4267, PG. 91 d' A 21 2004 ' '�'` ' \ JEFFREY D. GOSCIMINSKI MAP 24 LOT 49 cn A-•16--,ADO ' o. Q • �.,,r,w , i�c� '�` A-,38-2004 p'�b` 1$7►837 S.F (4,',�12:AC.t) 43 TONY TERRACE • ao �c •� O , a A-27-2004 \ BRIDGEWATER MA p, �, �\ 6 .,� \ O.-22-2004 r / 02324 ► cA L=124.95 A-15-2004 r1A �G• , \ APPLICANT: '�6 �, 5,,� . ,� • ,� \ LEDGEMONT •`� 9. \�o*' L-16.26' $?131 A=23-200.4 A-26-2004 A-39-,Zb04 43VTLOPMENT, LLC ONY TERRACE BRIDGEWATER, MA IN PREPARING; i t f 't_AN ENTITLED "SUBDIVISION PLAN OF LEDGE14ONT \ - / ESTATES" AND DATED APRIL 20, 2005, I HEREBY CERTIFY THAT THE �� . 24-2004 � 02324 N2 • ' TOTA�L�AR4EA: / . ABOVE NAMED' PLAN AND ACCOMPANYING DATA /S TRUE AND CORRECT I �, e Sty► La17.02 A-40-2004 MAP: 25 TO THE ACCURACY REQUIRED BY THE CURRENT SUBDIVISION sr9.3r"� R^180.00 " S /048�; /0 80,30U S.F. (1,843 AC.t) ' ,,� ,r ��5 25 03 22• / LOT: 1 REGULATIONS FOR THE TOWN OF DARTMOUTH, MA, AND FURTHERMORE N61 32 5 N>~ 56 / A-25-2004 UPLAND AREA. CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMANCE WITH �' 24, 47 / 28 Iy / 66,851 S. F (1.535 AC. t) / , RULES AND REGULATIONS OF THE BRISTOL COUNTY (S.D.) REGISTRY �S9033'4�"W '`� `� / BK: 7299 27 THE sNOF 23.03 PG: 299 OF DEEDS. , wulim 3 /s�• / 1�2Q.80' N2.2• C`1 \ A-41�2'00 ZONING DISTRICT: 2 SINGLE , / RESIDENCE B i.- _ /�'oh// 0+�5'25ro \10�878F `\ ,; •'�`. SRB ( > ON .� s�a[�.:� °9 r.P' / off' / 1 �,� ��� \ /•O� . . WILLIAM I. .S. DATE '� / // Zp 00 eUFF �9� ��'p �-A. MASS REG. NO. 27296 // / NE TO BV ER . • o op a �0 &aA 42-2004 • SHEET 5 , SUED/ VISION PLAN OF "LEDGEMONT ESTA TES" LOCATED IN DARTMOUTH, MA DRAWN FOR LEDGEMONT DEVELOPMENT, LLC, DATE: APRIL 20, 2005 SCALE: 1 W40' 40 0 40 80 120 ENGINEER. s� PRIME ENGINEERING CML ENGINEERING -LAND SURVEY/NG-ENVIRONMENTAL ASSESSMENT P.O. 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THE "• . y r �~ �'`- \- :-''` ~���'�' V' \ -'' '" • '' `~ _ =' -- PRESENCE OR FAILURE OF ANY DETENTION OR FILTRATION SYSTEMS AS DESIGNED WILL NOT THREATEN LIFE OR PROPERTY, ��" 1 • OF MAS,y \ r _ .._. , .,.• .'y,_r_j \ • PLAN SCALE 1 "= 80' 4 ROBERT M. � .-•. � � � � ` .vJjjvwyv��`// 80 0 80 160 240 cam' F cRBE B �' / N0.38792 NIL 4,ta • ° "�- 4"0:\PROJECTS\DARTMOUTH\3170201 ROCK O'DUNDEE\ENGINEERING\DERN\3170201 BASE.deg PROFESSIONAL EN INEER DATE E�� AMWOM PLANNING BOARD APPROVED UNDER THE SUBDIVISION CONTROL LAW OWNERS; EX I STI N C� CONDITIONS Ste' ' xo''D� APPLICANT: DAVID R. PECK IV AND PLAN AS SHOWN OF APPROVED: APPROVED: LEDGEMONT DEVELOPMENT, LLC JEFFREY 0. GOSCIMINSKI FOR DATE; .o��,� I HEREBY CERTIFY THAT THE NOTICE OF APPROVAL. 43 TONY TERRACE 43 TONNY TERRACE .LEA "LEDGEMONT ESTATES » , RC R!3ES . � ENDORSED: BRIDGEWATER, MA 02324 BRIDGEWATER, MA 02324 0 APR 05 o FORCES OF THIS PLAN BY THE DARTMOUTH PLANNING EXISTING POWER POLE - DARTMOUTH, MASSACHUSETTS BOARD WAS RECEIVED AND RECORDED ON -O- DRAWN BY; � cr.�it y �, A i OFFICE, AND NO EXISTING ELEVATION CONTOUR - N�. 7sz T THIS 0 �.;�..: APPLICANT""' LEDGEMONT DEVELOPMENT. LLC RMF o �F=EA�4 APPEAL WAS RECEIVED DURING THE TWENTY (20) 43 TONY TERRACE, BRIDGEWATER, MA 02324 DEslc"�D �' s DAYS NEXT AFTER SUCH RECEIPT OF RECORDING STONE WALL - 000 RMF OF SAID NOTICE, SUBJECT TO A PERFORMANCE COVENANT DATED LIMIT OF WETLANDS — -- •-- •OWL ENGINEERING P4 Box tow CHECKED BY: DRAWIN N0. RUNNING WITH THE LAND, TO BE D-3t •LAND SURVEYING' J50 BEAF•ARD Sr. RJR c DULY RECORDED BY OR FOR THE OWNER OF 6 DATE DARTMOUTH TOWN CLERK RECORD. •ENVIRONMENTAL LAKEMLE AM 02547 APPROVED BY: PROJECT NO REV, DATE DESCRIPTION BY APP, ASSESS>LIENT PRIME ENGINEERING 7ELA'• 5M947A � RJR ' 3170201 NO TES' ` 1 ti \ ( -... _ �/ f •-' ` THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATION f / \ IFICATION OF ALL EXISTING UTILITIES PRIOR TO x a; \ `� w �' \� AND VER CONSTRUCTION. 1 � _. x x -•• \` x LEDGEMONT LANE IS TO BE CLASSInED AS A (� , ^� ' ,-- i \ I"-•-' LEDGE ,r.. , ` `� � bu \ � .._.. _.._ I ' RESIDENTIAL SERVICE STREET. �,`� f u -\ �!.�,,,� -- -' `' '�,• •\ ( . "` � \ \ i �' -` '' -- ._._ .�•'" '.-- ... �- � . �` '` Doti � •,, ,` � i �' �, � \`— � Jill x •� •••.. � 1 � i Imo.=�%,/ \ �I \cl ./16 tn VIA, so A f l�► I• r,w err -- Jul AA L l > / om,. . art % oNt-a9�(,.) \ x ` I ,• '"' /�� / ' /' ,-- / '� 1 fr % /'� .' " •.",.; 00 '" �,`' �/ /' / ; ` `.�" B .-!" 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' = — c ., � t \� X / \ REGULATIONS FOR THE TOWN OF AARTMOUTH, MA, AND THE SET OF "' ` �,\ SITE BENCHMARK BM#20: '_• - \ '' " D APRIL 20 2005 ~- -- "x SITE BENCHMARK BM#14: ` `- "~ SPIKE SET IN P P 363 77 - - �' PLANS ENTITLED LEDGEMCWl' ESTATES DATE r l / INCLUDING ACCOMPANYING DATA ARE TRUE AND CORRECT TO THE `;,r - SPIKE SET IN P/P #363/76 ,.•� �,• / ELEV.=68,47 (NGVD 29) CY REQUIRED BY SAID SUBDIVISION REGULATIONS. IN ADDITION, ,�, �, -�`' d,, ELEV.=71.79 (NGVD 29) ,' \ ..� �II '' x _ _ `-- ~,'• , / // r ACCURA 0 _ . _ ALL DRAINAGE SYSTEMS HAVE BEEN DESIGNED SO THAT ABUTITNG . - '' `'' _ _ 1 100- PROPERTIES AND WAYS WILL NOT BE ADVERSELY AFFECTED. THE - (/4)x PRESENCE OR FAILURE OF ANY DETENTION OR FILTRATION SYSTEMS AS DESIGNED WILL NOT THREATEN LIFE OR PROPERTY `pF '- ---` •`` '�_ _(o FOR ES j CIVIL cn ESSIONAL , ENGINEER MERIDIAN OF 1921 LAYOUT OF ROCK O'DUNDEE ROAD P(,AN BOOK 21, PAGF 1 ~' PLAN SCALE 1 80' 80 0 80 160 240 DATE IVAtE� I HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY THE DARTMOUTH PLANNING BOARD WAS RECEIVED AND RECORDED ON AT THIS OFFICE, AND NO APPEAL WAS RECEIVED DURING THE TWENTY (20) DAYS NEXT AFTER SUCH RECEIPT OF RECORDING OF SAID NOTICE. DATE DARTMOUTH TOWN CLERK DARTMOUTH PLANNING BOARD APPROVED UNDER THE SUBDIVISION CONTROL LAW APPROVED: APPLICANT: LEDGEMONT DEVELOPMENT, LLC ENDORSED: 43 TONY TERRACE BRIDGEWATER, MA 02324 F,I�ENQ PROPOSED WATER LINE - --- • • --W--r • • -- OWNERS: PROPOSED HYDRANT - OAVID R. PECK IV AND PROPOSED DRAIN MANHOLE - e: JEFFREY D. GOSCIMINSKI O 43 TONY TERRACE PROPOSED CATCH BASIN - to BRIDGEWATER, MA 02324 EXISTING POWER POLE - cw PROPOSED CONCRETE BOUNDS - M PROPOSED ELECTRIC, - ----- ---- SUBJECT TO A PERFORMANCE COVENANT DATED TELEPHONE, & CABLE RUNNING WITH THE LAND, TO BE PROPOSED CENTERLINE - DULY RECORDED BY OR FOR THE OWNER OF RECORD. PROPOSED SILT FENCE - - - - - - - — — - r 0:\PRO.IFCTS\I)ARTMOlIT14\3I7O-) I or1l n'nllun�c�c�.lr_I�icccl�ln�nrrla�:,�nn�„r�.�r�__ OVERALL STREET AND UTILITIES PLAN FOR L ED M NT LOCATED IN"LEDGEMONT DARTMOUTH$ MASSACHUSETTS SCALE: SHOWN A "OF �Z0�5 o��' BEcy FOR>BES ; OVIL NM39M DATE; APR DRAWN BY: RMF APPLICANT LEDGEMONT DEVELOPMENT, LLC 43 TONY TERRACE, BRIDGEWATER, MA 02324 DESIGNED BY: RMF • C/V1L ENGINEERING P.O. sor tow *LAND SURVFYINC J50 BEDFM Sr. • ENWRONMENTAL L44� 9MA 1*25 ASSESSMENT PRIME ENGINEERING FAX 5 &947.0004 mc CHECKED UY: RJR ORAwIN N0. 7 APPROVED 0y: RJR PROJECT N0, 3170201 mom REV. DATE DESCRIPTION gY APP. NOTE: \ THE CON TRAC TOR IS RESPONSIBLE FOR FIELD LOCATION M' AND VE'R/FICA T/ON OF ALL EXISTING U7IU7IES PR/OR TO E U; "" � �"""r U CONSTRUCTION. 1 �`' �`' I( x x I x f \ SHEET 19 ., / \' cal \� \ I C ,� J% to dig 1)6 Qi r ` `� L` -• \�\ .Ilan ,i6�' \-`� ++ �/ \ \�"• ~ �►�` ` cT \ I \ ...- =-mlli u. i !mil 1 ; �' 1 wn •Y +wlNr 1 , I ` — a'. - FAFA x i I , rrr• rrr r \� • .,,•, '•"' .►/ / / i �. rrr'"rrs�I�r•r•+"` •'�V iylr Ja� ~\ \ / •` ,� •�• to �, 1 / ( �,-- �� �.-/ % I - j .► ak � i DNE� I I (EL 1 ) \ x �>.. / / Q APPROXIMATE FLOOD ZONE BOUNDARY AS \ >{ / -or SHOWN ON THE FEDERAL EMERGENCY J ) "' \ / /,j �( ( r a , / �` ;y;1 ; F- /' - �, �. � ~J xON� .^� =- ;,� ` `• \ �l X MANAGEMENT AGENCY COMMUNITY -PANEL r� !� \ l \(i)`+ , { `' CAA --.� -_ •,•a� \ 1 NUMBER 250051 0022E REVISED DULY 2, 1992. OR x 1 I 1 I 1 1 1 �. •T•'1 �� i I 1 x ; -. / Jr / �, ;i:. N l _TOTAL.. AREA;...- ..- _...• __ -._•. ^_ _...�''"''1.'"" -.�i _ =~,^ •\ •��1 tl i r., e" / l .� I �( ,0g0,\S..'"(25.036 AC ,'� �..� ... --~- x / ) ... .► / ( 1AJPLaANa REA:. -�` ; \ �.• � : T' ! 1 111. \ ` - `y x "o / �'4 / 44 C , / 61 �% 7 S.�-' 1 4. x '�-,1 �`- --' / \ - .. / '\ .,,,,,. x +fit Ja � I I x \\c •�_�,,,.,.., i ��7� , _' I As \ � � -r � (' J( \ •\ \ � � v� � X � 00 40 ` ,lu /\. •'\ `". � � ,4� i�-F � � � I , \ ` "" ,f,N'It "'".'r" -.. _..... \ � _.. ".' ....`' ... •••\ \ \� MMwlwwlrliwMMlwrwO 1 �I � _, .i'. ' ...-- """ -•—s�""/.1` rdo�� ! _ ✓ '­90 A& .Y ( \ I ; / �- - -- -�� \..- — = . ^ -�,\' .� \�..> \ i 0 AN � Ac— -car / -•>rr �� �' - m % -/ ( •.. -.•,.. /� " -•., ,,. r..' ` '"_ ,.b\- _._ ' t',;. ivy \ \.... -.,,,. 'C�fly \. \ \ NNN IN, 1.100, 000, ZsZ 00 N. // ' mow` — \• ••.,'-.` �If ^ - w .. . s __ ' ^r _ _ / .-" .` \ \, \ / ti N. At 10�)i� / 1 1 /o / . Mill - 1 1 A I I MILD' I 1 •'1 'I--l�lAwl• �' `•. � -"-' _'' \ j � / I �+� apl / ./, \,- `, rf24.r1 ` ' x \ `',\ `�l"w" // ( / 1!►� / �� ' .... -2ri..,,,,,, „ �' n � lf• � .r►' -•w � -- w� .. _ �,'`'i / i••. .,., .:, � �. ,.•/ \� b � ��.; '`-• • ...� •��,, jam` /' � � \\ % � // x CIA �� 11� ,/ rr,Irnll 1 1 . /' 1� ( `\ +' `,. \ V o ` \v /01 '6 1 cO I \ ..r �\ \' co SHLE T�— X ` ` ` ..._ I .�,\.� - r -",\ ��� --�,. ti �\ \ 1� \ � 1 f ! \ l HEREBY CERTIFY THAT I HAVE READ THE CURRENT SUBDMS/ON c '" \� x -' , i x I I , �• _ \ REGULATIONS FOR THE TOWN OF DARTMOUTH, MA, AND THE SET OF -�- ' ~-, ......� ,• , x V` I �` - X. — \� I ".% ��r`, _ x �, ~r ^ j _,,,, PLANS ENTITLED "LEDGEMMT ESTATES" DATED APRIL 20, 2005 - .,' : �' _ rt� -- --! -1 • \ t° ''\\ // / -"' 0/0 INCLUDING ACCOMPANYING DATA ARE TRUE AND CORRECT TO THE 1 •---..'''` '1 / %" x (' _~ ';-� 1� �.� . /' ~ i \,. ,► �u�,- • •\ 1 c�� ,•- -,.. ACCURACY REQUIRED 8Y SAID SUBDIVISION REGULATIONS. IN ADDMON, '�- -- ` ♦ . �C �`�' / `� \ x J� �'.1` ��` \ / �� • r ___ l /1 ALL DR.4/NAGE SYSTEMS HAVE BEEN DESIGNED SO THAT ABUTTING PROPERTIES AND WAYS WILL NOT BE ADVERSELY AFFECTED. THE I PRESENCE OR FAILURE OF ANY DETENTION OR FILTRATION SYST ASS `r''~- �� /r -� \ • ` --� d � CJ x"' �,� ` fi, i �. - �;-�\1111 >� AS DESIGNED WILL NOT THREATEN LIFE OR PROPERTY. pf�,w -- ./ •t - ROF3ERTM. '' -,.�- /.` / �.x ' _... —_ `,�, _ •, ///yrr\ \ ,''. ^ v/ , /� =` ti .,-r F CIVIL CA `' ....' /- / .: .` —_ ` - ,,\•-- . _ 1"`—\7 l .ter �n� \ V`J z MERIDIAN OF 1921 LAYOUT OF ROCK O'DUNDEE ROAD PLAN BOOK 21, PAGE 1 ..�_ I..r- Mn�► �'�„ "_ �Na38t9�4 i ` -... ` _.. ._. \ \, PLAN SCALE 1 80' / u r 1 PROFESSIONAL E -ZD-0 DA TE I HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY THE DARTMOUTH PLANNING BOARD WAS RECEIVED AND RECORDED ON AT THIS OFFICE, AND NO APPEAL WAS RECEIVED DURING THE TWENTY (20 DAYS NEXT AFTER SUCH RECEIPT OF RECORDIN OF SAID NOTICE. DATE DARTMOUTH TOWN CLERK DARTMOL" PLANNING BOARD APPLICANT: APPROVED UNDER THE SUBDMSION CONTROL LAW LEDGEMONT DEVELOPMENT, LLC APPROVED: 43 TONY TERRACE BRIDGEWATER, MA, 02324 ENDORSED. OWNERS: DAVID RI PECK N AND JEFFREY D. GOSCIMINSKI 43 TONY TERRACE BRIDGEWATER, MA 02324 SUBJECT TO A PERFORMANCE COVENANT DATED RUNNING VdITH TH= LAND, TO BE DULY RECORDED BY OR FOR THE OWNER OF RECORD. LEGEN,Q PROPOSED WATER LINE — -- --W-- --- PROPOSED HYDRANT — PROPOSED DRAIN MANHOLE — PROPOSED CATCH BASIN -I EXISTING POWER POLE -- cw PROPOSED CONCRETE BOUNDS - ■ PROPOSED ELECTRIC, — — E/T/C------ TELEPHONE, & CABLE PROPOSED CENTERLINE — PROPOSED SILT FENCE — -• �• M- — — •- — MM r I I I I I I I 80 0 80 160 240 0;\PROJECTS\DARTMOUTH\3170201 ROCK O'DUNDE£\ENGINEERING\DEFIN\3170201 BASE, deg STREET AND UTILITIES PLAN INDEX FOR LEDGEMONT LANE LOCATED IN "LEDGEMONT ESTATES » DARTMOUTH) MASSACHUSETTS SCALE: AS SHOWN Il OF�`Os - ROBERT M. ; FORBES Na 39792, DATE: APR DRAWN er: RMF APPLICANT LEDGEMONT DEVELOPMENT, LLC 43 TONY TERRACE, BRIDGEWATER, MA 02324 pEslcNEo ear: RMF • CIVJL ENGINEERING P. a Box tow *LAND SURVEYING J50 BEDFARD Sr.. •ENVIRONMENTAL UCLA" M4 02347 AssESSiNENr PRIME ENGINEERING �� 50 . ..0050 me FAX 5M947,2004 CHECKED 6Y: RJR APPROVED 81r: RJR DRAWIRNZ NO. 8 PROJECT NO ' 3170201 REV, DATE DESCRIPTION eY App, vow /\ \ NOTE / ;� • D—�30 ___"" '"""`_ E 2 �1 ' A77ON l l "' � �► THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOG � � f....._ 3i \ AND VER/FICA710N OF ALL EXISTING UIIUTIES PRIOR TO / / D- 1 r� \ CONSTRUCTION. t''� / ;�/ ��' �►+' 1 ��" / -,,,.. _'`.- ..._--- ---� E-1 �► , SEE �. — / : /, / ,/ "\ .�Ir; t _ j D 37 � -✓ l .roc D-38 iN,c'. '' q aU�c r ' A 4- — +'' r `.�... J co jal D 3 �► l 1 ID-39 � ate.► , U . d ' l j x -~' r,rr.+ _ - ' '..\- - ___ / x ! �' > lei 'J1 . � � � D" 37 i �. � \ ,�,�, .� I..- A'"J3-200 A 35--2 x CONSERVATION FARM 13 r \ I —"' I ...r '� .. \ x TOTAL AREA, / q� rt A�30 -ww r-rM "' _ � A�►c3�2-20f�4' / \ 14.550 S.F. (0.334 A{) UPLAND AREA: 386 ,F 09 AC.*)! --._- 9 2004 r \ Oca \ at�c \ SEE SHEET 14 :: j A 29 200 " \\ •\ �, _--�� N \ ; `ems- _ -.. -- to \ \ 9 \ --- \ \ Ilk � M .• - , 26.2•'-S,IF, 42--AC.t ' \ . - 004 " ' ` ,c 2 0 "'`•. ''"' ..._. _..� / .-' \ /' �` 187,837 S.F (4.31�•-A►C.Zr ` \. \ SHE6Tf \ `s' l� \ 04 A-A-26- 04 _/' ? — — x I ------ -23- 0 / \ � �-_. ._ �,,..,A��04_...-- ,ram-'-•- ._.,,, '; \.. ^_ � �'�• --- -.� a24--.2QQ4 -� --- If�Y....�F ., .. ...-•- - ...� `�,, a. '!�,�--4_ ,, _ i- ""TOTAL AREA- °° j \ \ \ \ \ \ - A 13 2004 ... ` �'� -- _ I�' ._.._. __-__�—40-2004 ,�/ - "�;. --•1 �.,;: -..., A2520A�., UPLAND AREA: ----- —ft 85t -• S--F (t *55 Ay . *) , x 424 -01 Alk / °e ms I s \ -._._ ,�' .,, •,''l A 4 ti �. �. .+r ; .,. ,_.._•_ A2VV7r �- ''" j" 'n—''-~'''r f - ,_.,.,`~,� '''�-. ``\\, \``.``\..`,_--s�''1..••- A-9-2004 i/ 40,987 S.F. (0.941 AC,) �_ / �.,' '"`~-• .._'' �_ �. _ LAN�E `� ••--^-•. ` \ 1� •�i; ; •' ; f.� A—'P4 0' / %'` ,...•�" ./� /"`�`". C ....--- `.-.... 14" 04 !.S?.T_. 40,987 S.F. 0,941 A�j, t) �, Y :•L ; �.... _...� -� �`�'— � + TOTAL AREA: "L �►_ �� . f: �' ,�'� a�llc -.. r.-54-2004 �,,,..`- w '..��``• '`'`- x-_`-,''-- 1 � 44,081 S.F. \• I� .; �• l ,'• `'I''/ � `'-;• A-8• 20fA 04 •�l.nA D AREA t•: / --- `� ,,\ 'I ---._ ' 44, 81 S.F. (1- 41 C,W `�'� •\ `� x N i a• i-' �, / ''\ `...... 66 / a —53 2004 % \ /- -9�9--. •, ., ,: ; ., \� _... .r-••• EXISTING `.-'____ . ` \\ \ \ `'-"\ \ 8 - 2100,E FOUNDATION g7--.\ ' / \\ \ (To 6E RAZED) \ \ ��'` _, •� , .t1A-5z-2oo/ \ / 2004 \ c `'.... ( 8Sr- �•� \ o A�-2004 p .--59- c 1 \ I l A-8Do 203 Sol TAL-A�EA: -2# UPLAND A EA, r,.,._.._. �'`--- - -- � / �.-• -/ju �! A- 72 A l HEREBY CERTIFY THAT l HAVE READ THE CURRENT SUBDIVISION �1 \ ` � ,� •. . ;: _ REGULATIONS FOR THE TOWN OF DAR77b/DUTH, MA, AND THE SET OF }- 1/ - '/' /�' I \ �` \r• V PLANS ENTITLED "LEDGEMONT ESTATES" RATED APRIL 20, 2005 ` \ `'• -'x CORRECT TO THE �' �^%"' -- r' =, X ` x ��, x . INCLUDING ACCOMPANYING DATA ARE TRUE AND F _ -''� } SUBDIv ISION REGULATIONS IN ADDITION, , `'4y�~ ACCURACY REQUIRED BY SAID T AL AR t�l � �� J/ ALL DRAINAGE SYSTEMS HAVE BEEN DESIGNED SO THAT ABUTTING �-"- \ ^ x_ - ,„\ `'' _• '� ` \ ~— PROPERTIES AND WAYS WILL NOT BE ADVERSELY AFFECTED, THE - PRESENCE OR FAILURE OF ANY DETENTION OR FILTRATION SYSTEMS U ND-*REA: �` ._. ` r - AS DESIGNED WILL NOT THREATEN LIFE OR PROPERTY. ,,,;:�- "�` ``�' 8, 0� \ - -"r � MERIDIAN OF 1921 LAYOUT OF ROCK O'DUNDEE ROAD n �` ♦ „� _ — PLAN ,GOOK 21, PAGE 1 M. CMG � � ^ \ .�FORBES -...5.'x�S wti ur�� Or�Fi�MED) �" �----�"' �'."� muQI T '� x (LOChnON 0 BE t�(� /I „ • ---� -- PLAN SCALE l� 40 CM� ( 6 _ ..--� 40 0 40 80 120 PROFESSIONAL ENGINEER DATE '� '`► 0:\PROJECTS\DARTMOUTH\3170201 ROCK O'DUNDE ENGINEERING DEFIN 3170201 BASE,de LEGEN � \ \ 9 DARTMOM PLANNING BOARD STREET AND UTILITIES APPROVED UNDER THE SUBDIVISION CONTROL LAW PROPOSED WATER LINE ------W--•---- PAN AS SHOWN AR APPROVED: 7.O�oS OWNERS: IV AND PROPOSED HYDRANT FOR LEDGEMONT LANE a''' ROBERTM. APPROVED: APPLICANT: DAVID R, LEDGEMONT DEVELOPMENT, LLC JEFFREY D. GOSCIMINSKI pROPOS�'D DRAIN MANHOLE - a " " 0 APR FORBES I HEREBY CERTIFY THAT THE NOTICE OF APPROVAL ENDORSED: 43 TONY TERRACE 43 TONY TERRACE � LOCATED IN LEDGEMONT ESTATES CML . OF THIS PLAN BY THE DARTMOUTH PLANNING DARTMOUTH, MASSACHUSETTS DRAWN BY: 9N0' BOARD WAS RECEIVED AND RECORDED ON BRIDGEWATER, MA 02324 BRIDGEWATER, MA 02324 PROPOSED CATCH BASIN - Q POWRMFFQrgr�i:�` AT THIS OFFICE, AND NO DUSTING POWER POLE - CQD LEDGEMONT DEVELOPMENT, LLC DESIGNED APPEAL WAS RECEIVED DURING THE TWENTY (20) 43 TONY TERRACE, BRIDGEWATER, MA 02324 DAYS NEXT AFTER SUCH RECEIPT OF RECORDING RMF PROPOSED CONCRETE BOUNDS - ■ OF SAID NOTICE. SUBJECT TO A PERFORMANCE COVENANT DATED PROPOSED CENTERLINE - • 0VfL ENGINEERING P•0• BQX 1088 CHECKED BY: D N N RUNNING WITH THE LAND, TO BE •LAND SURVEYING J50 Balm ST, RJR 9 DULY RECORDED BY OR FOR THE OWNER OF PROPOSED SILT FENCE - -- --- -- --- GATE DARTrutOUTH TOWN CLERK RECORD. M LAI(fV9Ll� AU Q?347 •ENVIRAMMENTAL JFL 50& 7.0050 APPROVED 8Y: PROJECT NO. REV, DATE DESCRIPTION BY APP, ASSE5SMovr PIUME ENGIN'EERI14G #NC FAX 508947,2004 RJR 3170201 x x X ` x \ NO TE. FOR FIELD LOCA T/ON THE CONTRACTOR JS RESPONSIBLE R TO t . \ x AND VERIFICATION OF ALL EXISTING U11U71ES PR/0 ` I i/ 1 --/ CONSTRUCTION. ../ rx, _ 1 vi woo 16 TOTAL -AREA: --- ''\, \ �1► '� \ cq AIL \ o ally �5 / U PL AREA: . �- 1 ,q, 9 3 S 0.9�.0 AC, - 63'�7 $.F, (�1.4�9 , �..\ \ \ t �� �"- UP AND �ARiEA, D 1 6,779 9�.F (1.30 AC. \ / \01 ---~'' Q,•-3'' TO REA. \ n1 j x \ a+ UPtANG�_ \. ....-.�.,,,, REA. ` ..,� f /. J \ f t ""r'•.._..4- • '-,%1%,���� ......._. ....,I � \ ID- IIII IJL A!L 2�OX ,,,1,__ ./0.'11. logo 1 1 /woo oo son /' 1-1 el' x ! — � , stilt. \ \ --- � � 'Ill` ,, / � �- `\ � , :; : .:�• �" :�'�''�' � \N r" t/ �� \ j :.: ,�'~� ,/I► 17'D-25 ,- ZONE rw 00 5�2 . ,_(1 1 q ,r„♦ 000 , 1 / ,�•.,,� LAND AR oAo I 27 '!V` ( x - — 1 / i✓ / 40, 9 . F 0 24 AEc6 Jju io i l -.. .p. OR AL \ I .iceZZ ...._..., X I � � --•--� ........ .ISM . � '`,,..—•—.—.-----`."w.. � ` ri ce r►'k' •,` , � � rDn - 12 �c4 & SEE SHEET'1 p-J7 ,� ���` � • I Jou DaI AL 00 WWI '' / D-Vg ' • ,,fit ` o , ;: - 400 \ ',--' ui <1I / is loop" / X J Aoil �./ `.+.7//-,C - `tri -33-200 / D 3 \ a �l:c �tltc �"� 12 x CONSERVATION PARCEL. , . I �.. TOTAL AREA, ,,• . ...---1"- 0'1" I l 14 550 S.F. (0,334 AUPLAND AREA: \ \ 386 g.F 0, 009 AC.i-) \ „ y1ic.\ arc ` -� 5-200 --• ~''�.... c �`'• SEE SHEET 14 I HEREBY CERTIFY THAT I HAVE READ THE CURRENT' SUl40MSION REGULATIONS FOR THE TOWN OF DARTMOUTH, MA, AND THE SET OF JUL A - ";% . / � �,,, � � 1 "LEDGEMONT ESTATES" DATED APRIL 20, 2005 `�-.. y"' : % `*' �, A-28-2064 `". �.,,� 0 \`SESM �`''" �.�-. PLANS ENTITLED B jj _...__ - \ N \ .,_ ,._.. •.,,. INCLUDING ACCOMPANYING DATA ARE TRUE AND CORRECT TO 1�fE ,l ACCURACY REQUIRED BY SAID SUBDIVISION REGULATIONS. IN ADD/T70N, ,.,, `` !j` �- _ -2l?04 594;262 5►.-(13:642 ALL DRAINAGE SYSTEMS HAVE BEEN DESIGNED SO THAT ABU7TlNG .?� - �; \ �' �Illc . THE - \ ,� \ / / �-- -'`, ._, �~--- �. •-1�PLAND-SCR A. \ MERIDIAN OF 1921 LAYOUT PROPERTIES AND WAYS WILL NOT BE ADVERSELY AFFECTED "♦ \ R OF ANY DETENTION OR FILTRATION SYSTEMS '` % ♦ , 200 �, / , � 18T,837 S F (4,31 C.*�`' • OF ROCK O'D21, P E I OR FAILURE �%; \ 1 •-� '� PLAN BOOK 21, PAGE f PRESENCE -2004 ` �, ,% A_-38- /-'' AS DESIGNED WILL NOT THREATEN UFE OR PROPERTY, •- ., ��\, �. c �. A- 7-ZQ•04 '�.. �\ aL „�, /r"'- PLAN SCALE 1 "= 40' r/ 40 0 40 80 120 ROBRB M. \ % FORBEa . ; ~� --SEE CmL 9f•4 14 \ ��``' M.p x ,�"a 39792 9hp�A . . ___.. \� ,�.` .\---�'M\ ._..�. / ----' �i 26 04 �..,� -'" '�A 20© 0;\PROJECITS\DARTMOUTN\3170201 ROCK O'DUNDEE\ENGINEERING\DEFIN\3170201 BASE. deg P OFESSIONAL ENGINEER DATE ��`''S~- •� '� �� �• ` �Q STREET AND UTILITIES SCAM: DAMWOM PLANNING BOARD W PROPOSED WATER LINE ---------W--�--- APPROVED UNDER THE SUBDIVISION CONTROL LA OWNERS; PLAN AS SHOWN ApPu�; DAVID R, PECK IV AND PROPOSED HYDRANT - � FOR LEDGEMONT LANE „ °i��' ROBERTM. APPROVED: 0 AP FOReEs-� -allLEDGEMONT DEVELOPMENT, LLC JEFFREY D. GOSCIMINSKI PROPOSED DRAIN MANHOLE - ® LOCATED IN LEDGEMONT ESTATES DMWN BY: i HEREBY CERTIFY THAT THE NOTICE OF APPROVAL ENDORSED: 43 TONY TERRACE 43 TONY TERRACE DARTMOUTH, MASSACHUSETTS OF THIS PLAN BY THE DARTMOUTH PLANNING BRIDGEWATER, MA 02324 BRIOGEWATER, MA 02324 PROPOSED CATCH BASIN - t RMF BOARD WAS RECEIVED AND RECORDED ON APPucANT LEDGEMONT DEVELOPMENT, LLC AT THIS OFFICE, AND NO EXISTING POWER POLE — CQ� 43 TONY TERRACE, BRIDGEWATER* MA 02324 DESIGNED �` APPEAL WAS RECEIVED DURING THE TWENTY (20) RMF OF RECORDING PROPOSED CONCRETE BOUNDS — ■ • DAYS NEXT AFTER SUCH RECEIPTp,0. BOX 1p� DRAwIN N . OF SAID NOTICE. SUBJECT TO A PERFORMANCE COVENANT DATED PROPOSED ELECTRIC, - .�----E/T/C •CrnL ENGINEERINGJ50�� �• Q RUNNING WITH THE LAND, TO BE TELEPHONE, & CABLE •LAND SURVEYING "' LAK IALL& M 02 RJR DULY RECORDED BY OR FOR THE OWNER OF UL' 50& 47 023� y - - - - - - -- RECORD. PROPOSED CENTERLINE - •ENVIRONMENTAL IQs 50�9�7.0050 APPROVED �' PROJECT N0. DATE DARTMOUTH TOWN CLERK REV, DATE DESCRIPTION BY APP. ASSESSMENT PRIME ENtG��IEER�NG FAX' 508947.2004 RJR 3170201 PROPOSEDSILT FENCE — -- --- --- �•�- .... � i �} i i i : i 4 DMH 2A (6' DIA DIVERSION MH) 18" INV IN=29.76 12" INV OUT TO VORTECH = 29.76 18" INV OUT TO HW - 29.76 TOP OF WEIR = 30.76 DOUBLE HEADWALL '0 12" INV=29,60 i18" INV=29,60 N NOTE: ALL PIPING CLASS III 12" RCP UNLESS OTHERWISE NOTED •• .;x INV•28. FOVR 15" AM.' ,CVLVERTS 0 INV-29,00 _ • PROPOSED HYDRANT WITH GATE VALVE .,•< 01 :` • EE DET/L 1 ` .\ o HEEr 12 \:, SCALE: 1 "=20';`\. PROPOSED HYDRANT • •� ` �.� ,,. \\�\� WITH GATE VALVE ,\ _ ,,�: •,�, PROPOS 8 IN CB 11 t �`: `h. - ;;..��\. OD '♦ �\ OIAM. W ER MAIN SCALES; as �*� ' i \ \ •\ ,,��� \1\. \ \. W. 9 PROPOSED WITH GA MH 6 •,� \ � � SEE DETAIL 2 THIS SHEET F R OUTLET INFORMATION VPI STAI = 5+00.00 VPI EL f 39.80 I i STREET; TREE -PLANTING SCHEDULE g1-;a.86% i { } g2 =-•i3.43% 50.00 CURVES EN _ 60.00 o I I VPI STA 6+75.00 o ��. o n ( ( IVPI EL = 33.801 ' I o co I .'Id. tl + "� I I ig2URaVE -L1E.2N6% 80.00 � I I i } �¢ �-• N o i ! ° ._ _.---............_._.I..--- ........._._ ....:....................__......_..I_--._.. ___..._ ___. •_•_ �- VPI S TA� - 8+50.00 I ccn ? I I vi � I I VPI EL 31.60 I ;VPI STA = 9+76.00 H' I I + ( ! a o I ;VPI E. = 26.151 i ` I ( o u ! o ,,� I 01 -1.26� I 91 = -4.367 I 15 IN RCP VORTECH 3000 15" INV IN=16.78 15" INV OUT•16.78 50.00 45.00 DMH 6 12" INV IN• lI7.14 150 INV 0UT=17.04 DMH 7 (6' DIA DIVERSION MH) 15" INV IN=16.98 12" INV OUT TO VORTECH = 16.78 15" INV OUT TO DMH 8= 16.78 TOP OF WEIR = 17.78 DMH 8 12" INV IN=16.56 15" INV IN=16.56 15" INV OUT=16.46 FLARED END SECTION 15" INVml5.80 GRASSED SWALE WITH CHECKDAMS_ I � I . I ; �+-"__._I_.___ _.._. . _..tI $ I !92 = -2.52% CURVE EN 80.00 'CURVE LEN 0.00 NOTES: .oO __ 1. TREES TO BE PLANTED NO FURTHER THAN 50 FEET (50) io M f ! APART ON BOTH SIDES OF STREET. EXACT LOCATION MAY { �., ` `3 I I cn > I i �+ p col j BE MODIFIED TO ACCOMIDATE DRIVEWAYS, HYDRANTS, ETC. i .� TB�N �CP _ ` '�3�• j `Y� i I III I �+ 00I g 2. ALL TREES SHALL HAVE A MINIMUM DIAMETER OF TWO i I �, I I i ¢ c� i N I t6 r• I I 0= ' 4' ABOVE THE 35.00 I _ I \� ! \ ~ I Q III '"� N i i I SCALE 1 20 INCHES (2") AT A POINT FOUR FEET ( ) I 1 ''� � _l� N + ' I GROUND. I --M--� �? I I `� _r \`_'___ ____._. i _..___.._.._^..TQ _.____1_._.._ _���..._._.....oa..J_.,._..._...-.._........_...__. J._. _._. ..__ I 35.00 IN S A i1 4+ 19 00 I I ~ i j FOUR 15 IN' r r I II w r p I 3. IF EXISTING MAIURE TREES ARE SAVED WITHIN THE �, I I I RIM swL = 43,734%o I �+.. 1.26!, I HDPE CULVERTS I V ( N ! LAYOUT, THE. PROPOSED .STREET TREES AT THOSE LOCATIONS NEED NOT BE PLANTED. _._.I1N�V IN 39.23 'I I I �` _.• I _-_..`_�' _,,,.._,._ I .-_..�_'` -N w ._...___.._.__...-�'- ...__�... aI .__`�..6...�..._... . _.......... __... _ . ►-+ INVZTRCP 393 o ~II 15 IN RCPI} '0 '30.00 F.L- a S4+19.00 DM I coo, I RIM EL = 43.53 ! STA-- = 5+40.09 1 INV 0 = 39.33 I I RIM EL = 38.43 i M 4 I INV IN 30.26 (FROM DMH4) STA = 450.00 .) : ( I DMH2 I IINV IN = 30.51 FROM C6'S) RIM EL 34.69 j I \- c� w I 25.00 { STA_._.� ..EL 5 8 0 ► INV OUT = 30.p1 ._�.�_.._._ INV IN = 31.06 _ MH I ( i _. _ _ j-tNV•-�01J1' 30.96- _._._�_ _._. I _ ._ _ _��,,,. ~`._ _._ ...._ _ i o I IN ••• 29.96 (PROM DMH3 I { { I A a 18+50.0�'� �. _ . _I _.._ _, _,...._-____--__I._.....,__. �`' �.._.... I ,._. 25.00 I IN 1� IN = 30.46 (IROM DMH1 B _ I CB 6 RIM ELI = 31.29 I� ' - •. I IN OUT = 29.86 j TA --- 5440.001 ( STA = 6+5b,00 INV IN 26.79 RIM EL - 34.49 INV OUT = 26.69 I I ! RIM El = 38.231 � i INV OUT 32.213 i INV OUT = ! 30.29 ! i CB c I I I• i I _,__ ..�.._____.___._._....s_.._...._.____._._._._. __...._.__._. IN I .,._.._._.RIM._.EL =' -31 0g.............. ............... .........._........,�� I RC 1 HEREBY CERTIFY I H. 1 I HAVE READ THE CURRENT SUBDIVISION I i { I ! I --�-- - 12 IN 20.00 REGULATIONS FOR THE OWN OF DARTMOUTH, MA, AND THE SET OF I ( INV OUT = 126.89 . I PLANS ENTITLED "LEDGEMONT ESTATES" DATED APRIL 20, 2005 INCLUDING ACCOMPANYING DATA ARE TRUE AND CORRECT TO THE I I I I I ! I I I I A ACCURACY REQUIRED BY SAID SUBDIVISION REGULATIONS. IN ADDITION, I I i I I ! ALL DRAINAGE SYSTEMS HAVE BEEN DESIGNED SO THAT ABUTTING 15.00 5 �N RCp PROPERTIES AND WAYS WILL NOT BE ADVERSELY AFFECTED. THE I11 M 5.00 PRESENCE OR FAILURE OF ANY DETENTION OR FILTRATION SYST 1 j'- -''- - - -• _-_._ .___.. _ 69' _ I STA_ 11�Y 0 1 DESIGNED WILL NOT THREATEN UFE OR PROPERTY. ( I I i ! � t10F� I INV OUT 9� 17. 19 1INV IN = 17 1 Q G I I { ( I I � . FORE s 1(D M N j.- LO 1Cn :,� Irn N �N i(D M h. �o� �N �h► r j� I IINV OUT = 17.1 4 cnnL y NI t0 00 N p I`- d• Cn �- O O M ts7 I CL7 N C7 i t,n O .00 M N Opp v- ; N �!' d- I d" h�• I N C) d- IYti , s7 N O ' p . .I .I -p Pip �' 4 O N O .-� D7 I CD 0) 00 O 100 COI (D L6 4 e'- 4 N i M I N 0) N 0) v-- 0) ,= CO © Imo• I C.>) I.C) ! N d- (0 d- Lo to ' � �•-Zp�pS �0 4�srE r 1 0.00d�-14 _..........d- �1- d- d'� I'7_r7 I'7 l �.,....._. _ I �`� _ ....._._ M I V) n ►� M_._._- �.IM _ ._, N ` M _N w') N.I.M N ►'e) N I N N ; N N N N I N vi no N (..._ PROFESSIONAL ENGINEER [?ATE IO _._ 4+ OOJ-i• OO y 6 OO _ 7-1- 00 - 8 00 __. _ _.._ __ _.._. _ _ _.._...._ ........_......._ ..._......_. ..1 __-.-___ _._ N_.__ N,{_N .�_. N N __ i 1 + o+ 00 _ _.1 o.+ 0.0. 11-r* oo -�.� �_.� .�_ __--_ 10.00 DARTMOUTM PLANNING BOARD 12+00 APPROVED UNDER THE SUBDIVISION CONTROL LAW APPROVED: ROAD PLAN AND PROFILE : HEREBY CERTIFY THAI THE NOTICE OF APPROVAL APPLICANT; PLAN AS SHOWN 'A OF ¢� OF THIS PLAN BY THE DARTMOUTH PLANNING ENDORSED: LEDGEMONT DEVELOPMENT, LLC FOR LEDGEMONT LANE DATE: BOARD WAS RECEIVED AND RECORDED ON 43 TON'Y TERRACE � o LOCATED IN LEDGEMONT ESTATES" AP Fo BES AT THIS OFFICE, I1N0 No BRIDGEti'�ATtR, MA 02324 L� �z DARTMOUTH MASSACHUSETfS DR�►w►a BY: �'�� y • APPEAL WAS RECEIVED DURING THE TWENTY (20) PROPOSED CENTERLINE - DAYS NEXT AFTER SUCH RECEIPT OF RECORDING SUBJECT TO A PERFORMANCE COVENkNT DATED APPLICANT No-39792 - of SAID NOTICE, R RUNNING WITH THE LAND, To BE OWNERS: EXISTING CENTERLINE - LEDGEMONT DEVELOPMENT, LLC RMF 43 TONY TERRACE, BRIDGEWATER, MA 02324 °�''�° io BEN DULYRECORDED BY OR FOR THE OV�"`,R 0: DAVIO R. PECK N AND EXISTING LEFT SIDELINE ------•-•--.----_- FS �� _ RECORD. RMF JEFFREY D. GOSCIMINSKI EXISTING RIGHT SIDELINE - - -- - -- - -- -- - DATE DARTMOUTH TOWN CLERK 43 TONY TERRACE ENG/NMING P.O. BOX 1088 CHECKED 8'Y; DRAW N► N0. BRIDGEWATER, MA 02324 4w OcAff wu 47VMRONM&TAL -2- LAM" M4 RJR '� REV. DATE DESCRIPTION BY APP, • ASSES ENT PRIME ENGINEERING M 508�947.00507 APPROVED BY; PROJECT NO, ac FAX., 508.947.M RJR 3170201 ZI EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR TO STUMP REMOVAL _ - — ..,..,,\,,� •�� -w .�� AND CONSTRUCTION, GRAVEL CONSTRUCTION ENTRANCE WILL BE INSTALLED BEFORE "Ile 1 . _ - - •- �`�o�••-r-_. '`�- __.._ � `-.,` . ``� =� • �� ____ I'"` --� � '� • �. CONSTRUCTION TRAFFIC INTO AND OUT OF PROJECT AREA BEGINS. STABILIZATION OF AI,.i,. // /,/ �� I REGRADED AND SOIL STOCKPILE AREAS WILL BE INITIATED AND MAINTAINED DURING ALL PHASES •/ �' I \ OF CONSTRUCTION, �„► 2, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL MUNICIPAL REGULATIONS ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED AND UPGRADED AS REQUIRED TO ACHIEVE PROPER SEDIMENT CONTROL DURING CONSTRUCTION. A STAKED HAYBALE DAM SHALL BE INSTALLED DOWN GRADIENT OF ALL DRAINAGE OUTFALLS. 3. ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING THE CONSTRUCTION PERIOD, IF ,10 ,� �' DEEMED NECESSARY BY THE OWNER OR AGENTS OF THE OWNER, 4. CATCH BASINS WILL BE PROTECTED WITH HAYBALE FILTERS THROUGHOUT THE CONSTRUCITON ,�, /' Qo ,;, , Q r,,,• % / ,/ PERIOD UNTIL ALL DISTURBED AREAS ARE THOROUGHLY STABILIZED. FILTER FABRIC SHOULD BE �r M ;,,, < / % ! ",,,•' / A4 '�. INSTALLED UNDER GRATE OPENING UNTIL PAVEMENT IS IN PLACE AND GROUND SURFACE IS STABILIZED. 5. SEEDING MIXTURE FOR FINISHED GRASSED AREAS WILL BE AS FOLLOWS: AL LUE GRASS 4S KENTUCKY B % a CREEPING RED FESCUE 45% Ad PERENNIAL RYEGRASS 109 314 SEED TO BE APPLIED AT A RATE OF 4 LBS. 1000 SO, FT. 99,w�� --FERTILIZER SHALL BE APPLIED AT A RATE OF 2 LBS./1000 SO, FT. ,. MAP� 25 LOT 1 00 2 •-�� ..,.. _ PLANTING SEASONS SHALL BE APRIL 1 TO N JU E 1 AND AUGUST 15 TO SEPTEMBER 15, AFTER ` -•-'� .�"'�+ SEPTEMBER 15, AREAS WILL BE STABILIZED WITH HAY13ALE CHECK, FILTER FABRIC, OR WOODCHIP 04, / j TOTAL,_�E�4: �- .►� MULCH, AS REQUIRED, TO CONTROL EROSION. FOR AREAS TO HAVE SPECIFIC LANDSCAPE x '�'` :�-"'"- COVERAGE OTHER THAN SEEDING OR SODDING, SEE LANDSCAPE DEVELOPMENT PLAN, ♦ •tee ,r►, ( �. �.- ,, , 0 0, 57 S. F. _' 25.036 AC, � / ' !�' / a• 1 ''- 6, AREAS TO f \ ^ *� AREA: BE LEFT BARE BEFORE FINISHED GRADING AND SEEDING IS ACHIEVED, SHALL :;'' I\M D AREAS �' '�� � � ,,� RECEIVE A TEMPORARY SEEDING OF PERENNIAL RYEGRASS APPLIED TO A RATE OF 2 LBS, 1 �` / / \ x -,�,� SO. FT. AT A DEPTH OF 1/2 INCH. LIMESTONE (EQUIVALENT TO BE 50 PERCENT / ►000 ''�'` ', ,+C' / 6 1 7 1� 1 4 - MAGNESIUM OXIDE) SHALL BE APPLIED AS SEEDBED PREPARATION T CALCIUM PLUS ' /�',� `� � ( � �� � � ~'' ---- � SO.FT, A A RATE OF 90 LBS./1,000 \ \PLANTING SEASONS SHALL BE MARCH 1 TO DUNE 1 5 AND AUGUST 1 TO OCT�OBER 1. �` "' �'� WHERE GRASS PREDOMINATES, FERTILIZE ACCORDING TO A SOIL TEST AT A MINIMUM r cn '+'` �^• \ APPLICATION RATE OF 1 LB. OF NITROGEN PER 1 .000 SQ. FT, AREAS TO BE EFT ,�,t ..,� /' L BARE BEFORE 4 I I ( " FINISH GRADING AND SEEDING OUTSIDE OF PLANTING SEASONS SHALL RECEIVE AN AIR --DRIED fir.. ..r-+-*rt T•"r, .n_y ' 1. \- 1 WOOD CHIP MULCH, FREE OF COARSE MATTER TREATED WITH 1-2 LBS NITROGEN PER TON, APPLIED AT A RATE OF 185--275 LBS./1,000 $0. FT, JX All ': ,� 1 --- -• ,� t•�' _ w `�- ,\ 7. AT ALL PROPOSED FILL AREAS WHICH ARE NOT CURRENTLY SHOWN ON THESE PLANS, THE CONTRACTOR SHALL ESTABLISH AN EROSION CONTROL LINE HAYBALE CHECK OR FILTER FABRIC) �, .--a ,- ,/ �• `. �� ABOUT TEN (10) FEET FROM TOE TO SLOPE OF PROPOSED ILL AREAS PRIOR TO BEGINNING FILL ' `'► A4 -�� \ INSTALLATION STABILIZATION OF SLOPES IN FILL AREAS (USING MULCH OR GRASS SHALL 8E - ) INITIATED WITHIN THIRTY (30) DAYS OF COMMENCEMENT OF FILL INSTALLATION. F / • --- - �_4 \ !/ ''� �~ S. STABILIZATION OF SLOPES IN CUT AREAS (USING MULCH OR GRASS) AND THE INSTALLATION `.,\\ \ i" 1\ ,`� f--''�'� OF CONTROL LINE (HAYBALE CHECK OR FILTER FABRIC) AT THE TOE OF SLOPE SMALL BE �. c'\ MERIDIAN OFF 197fLAYOVr --.- �., r,� INITIATED WITHIN THIRTY (30) FEET, O6�ROC 0 DUNDEI.,,ROAO -,�, /•wc`�'`�`- \\` ---- ---- �� % ,,.-- PLAN B�1K,24i RAGE 1 ---- '`� J ' 9, SEDIMENT REMOVED FROM CONTROL STRUCTURES WILL BE DISPOSED IN A MANNER WHICH IS CONSISTENT WITH THE INTENT OF THE PLAN, ALL HAYBALES OR SILT FENCE RETAINING SEDIMENT I OVER 1/2 THEIR HEIGHT SHALL HAVE THE SEDIMENT REMOVED AND ALDAMAGED /EROSION X1 �' �t CONTROLS SHALL BE REPAIRED OR REPLACED. E 10. CONTRACTOR WILL BE ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THIS EROSION AND - ---- -- �` , ,�''�• ---' \ / --- SEDIMENT CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE !NSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE - V• � ; �y��:/• -_.. �"� _..._. _.-r ��, �. `�`' M_ REQUIREMENTS AND OBJECTIVES OF THE PLAN, AND NOTIFYING THE PROPER CITY AGENCY OF r' '` • "`� '�--- %°� \ ANY TRANSFER OF THIS RESPONSIBILITY, THE OWNER SHALL BE RESPONSIBLE FOR CONVEYING A L x COPY OF THE0 AND SEDIMENT CONTROL PLAN IF THE TITLE TO THE LAND IS TRANSFERRED Y' ~" 11. THE CONTRACTOR SHALL SECURE THE SERVICES OF PRIME ENGINEERING, INC.. WHO SHALL VERIFY IN THE FIELD THAT THE CONTROLS REQUIRED BY THIS PLAN ARE PROPERLY INSTALLED � 1 SHALL MAKE INSPECTION OF SUCH FACILITIES NOT LESS FREQUENTLY THAN WEEKLY AND WITHIN -�"` •-� �. .. ""-9� \• ''� 'T _ ___- %,�� ~� \ FORTY-EIGHT (48) HOURS OF ANY SIGNIFICANT RAINFALL, AND SHALL, BY WRITTEN REPORT INFORM THE OWNER OR HIS AGENT NOT LESS FREQUENTLY THAN WEEKLY AND THE LOCAL a Y' 00, \ ,,, CONSERVATION COMMISSION NOT LESS FREQUENTLY THAN WEEKLY OF OBSERVATIONS, FEN '�- �• \ MAINTENANCE, AND CORRECTIVE ACTIVITIES UNDERTAKEN. WEEKLY REPORTS WILL BE FAXED TOAPP \�- •�. ~� \ �`�, '' r 1 '� !'i'`'` AIL ---� THE DARTMOUTH CONSERVATION COMMISSION, 12. STOCKPILES OF SOIL SHALL BE SURROUNDED BY A SEDIMENT BARRIER. SOIL P � � � \ � i; _�,•.•,._,,,1 _� 0 L STOCKPILES TO �"" \ ~• 1- ,,'s,: J I l _ ,,,�,., BE LEFT BARE FOR MORE THAN THIRTY (30) DAYS SHALL. BE STABILIZED WITH TEMPORARY VEGETATION OR MULCH. IF SOIL STOCKPILES ARE TO REMAIN FOR MORE THAN SIXTY 60 DAYS �� \� "; / •'/� ,� ��- �-� /� i ow FILTER FABRIC SHALL BE USED IN PLACE OF HAYBALES, SIDE SLOPES SHALL NOT EXCEED 2:1. 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL DUST AND WIND EROSION THROUGHOUT THE LIFE OF HIS CONTRACT. DUST CONTROL SHALL INCLUDE, BUT IS NOT LIMITED TO DUST SPRINKLING PREVENT WOF ATERHAZON EXPOSED FICSOIL POSEDFSOILS AND HAUL ROADS. CONTRACTOR SHALL CONTROL O TRAF, 14. IF FINAL GRADING IS TO BE DELAYED FOR MORE THAN THIRTY 30 DAY F g \\ ` ;. => . DISTURBANCES CEASE TEMPORARY VEGETATION OR M H H ( ) S AFTER LAND + ` ULC S All BE USEp TO STABILIZE SOILS. STANDARD 9 OF THE DEP STORM WATER POLICY PRESCRIBES THE ADOPTION OF A FORMAL OPERATION AND MAINTENANCE PLAN TO ENSURE THAT THE STORM WATER MANAGEMENT SYSTEMS FUNCTION PROPERLY AS DESIGNED. THE FOLLOWING IS THE PROPOSED OPERATION AND MAINTENANCE PLAN FOR THE STORM WATER MANAGEMENT SYSTEMS: OWNER: LEDGEMONT DEVELOPMENT LLC► 43 TONY TERRACE, BRIDGEWATER, MA 02324 PARTIES RESPONSIBLE FOR OPERATION AND MAINTENANCE: SAME THE STORM WATER MANAGEMENT FACILITIES WERE DESIGNED TO REQUIRE L17TLE OR NO INTERVENTION IN THE OPERATION AND TO REQUIRE LITTLE OR NO MAINTENANCE ONCE THE PROJECT IS BUILT AND STABLE VEGETATIVE COVER IS ESTABLISHED. HOWEVER, THE DRAINAGE IMPROVEMENTS SHALL BE SUBJECT TO THE FOLLOWING MAINTENANCE SCHEDULE: A. ROUTINE MAINTENANCE 1. DEBRIS: ALL DEBRIS AND LITTER ARE TO BE REMOVED FROM THE VEGETATED SWALES AS WELL AS IN AND AROUND THE CONTROL STRUCTURES A MINIMUM OF ONCE A MONTH. 2. RESEEDING: SURFACES THAT HAVE EXCESSIVE EROSION OR SLUMPING ARE TO BE REGRADED AND SEEDED (WITH CANARY GRASS OR TALL FESCUE GRASS) DURING THE SPRING OR FALL GROWING SEASONS AS NEEDED. B. PERIODIC MAINTENANCE 1. ALL CATCH BASIN SUMPS AND THE SUMPS AT THE STORM WATER DISCHARGE OUTFALL WILL BE CLEANED A MINIMUM OF 4 TIMES PER YEAR (IF NECESSARY) AND INSPECTED MONTHLY DURING THE ACTIVE CONSTRUCTION STAGE, IN THIS CLEANING, THE ENTIRE CONTENTS OF THE SUMPS WILL BE EXCAVATED, 2. VORTECH UNITS SHALL BE INSPECTED A MINIMUM OF FOUR TIMES PER YEAR AND CLEANED OUT FOUR TIMES'PER YEAR IF NECESSARY. 3. DURING THE ACTIVE CONSTRUCTION STAGE, REGULAR MAINTENANCE OF THE VEGETATED SWALE IS REQUIRED. FREQUENT REMOVAL OF SEDIMENT WILL MAKE IT LESS LIKELY THAT SEDIMENTS WILL BE RESUSPENDED, AT A MINIMUM, THE SWALES WILL BE CLEANED FOUR (4) TIMES PER YEAR AND INSPECTED MONTHLY DURING THE CONSTRUCTION PHASE. C. NON -ROUTINE MAINTENANCE 1. STRUCTURAL: ALL HEADWALLS, CATCH BASINS, GRATES AND PIPES SHOULD BE INSPECTED ONCE EVERY FOUR (4) YEARS FOR PROPER FUNCTION, CLOGGING, SIGNS OF DETERIORATION AND STRUCTURAL INADEQUACY, ANY ADVERSE SITUATIONS ARE TO BE REPAIRED AS NEEDED. D. NON -PERIODIC INSPECTION 1. THE STORM WATER MANAGEMENT SYSTEM SHALL BE INSPECTED AFTER TWO YEARS OF FULL OPERATION BY A REGISTERED PROFESSIONAL CIVIL ENGINEER TO CONFIRM ITS ADEQUACY. THE INSPECTION SHALL INCLUDE AN EXAMINATION OF ALL COMPONENTS OF THE SYSTEM INCLUDING SWALES. CATCH BASINS, STORM WATER OUTLETS AND VORTECH UNITS. _ V WIDE GL•'AFAB SILT Y PINE STAKE FENCE FABRIC OR APPROVED EQUAL r 1' x 1' x S PINE STAKE HAY BALES PLACED ALONG OOIMI SIDE OF SrI.T FENCE FOR SUPPORT •1' x 1' x Y BEANPOLE STAKE ,2 PER BALE ZOLIND "` EMBED HAYBAL.E MIN. OF 4' INTO SOIL �\ #- �.v 15. HAYBALES SHALL BE USED ONLY AS A TEMPORARY MEASURE, WHERE CONTROL MEASURESSILT FENCE WILL BE REQUIRED FOR LONGER THAN SIXTY DETAIL J / / LO S (60) DAYS, FILTER FABRIC SHALL BE USED. HAY BALE AND TO BE PLACED IN RELATIVELY LEVEL AREAS. 16. WHERE DEWATERING IS NECESSARY, THERE SMALL N07 BE A DISCHARGE DIRECTLY INTO -� �• / WETLANDS OR WATERCOURSES. PROPER METHODS AND DEVICES SHALL BE UTILIZED TO THE SILT FENCE DETAIL \ �,_ `� �-- i �/r �_- EXTENT PERMITTED BY LAW, SUCH AS PUMPING WATER INTO A TEMPORARY SEDIMENTA110N �•�-��'�� �'�: �- , _� �, BOWL, PROVIDING SURGE PROTECTION AT THE INLET AND THE OUTLET OF PUMPS OR FLOATING 9 THE INTAKE OF THE PUMP, OR OTHER METHODS TO MINIMIZE AND RETAIN THE SUSPENDED -- 1�, / \ / \ .��M�_ _ SOLIDS, IF A PUMPING OPERATION IS CAUSING TURBIDITY PROBLEMS, SAID OPERATION SHALL. • i,/ CEASE UNTIL SUCH TIME AS FEASIBLE MEANS OF CONTROLLING TURBIDITY ARE DETERMINED AND IMPLEMENTED. 1245 17. UPON COMPLETION OF THE INSTALLATION OF EROSION CONTROL, THE CONTRACTOR WILL NOTIFY THE CONSERVATION AGENT FOR AN ON SITE INSPECTION, ALL DISCHARGES FROM \ \ i DE ATER NG OPERATIONS SHALL BE TO AN AREA SPECIFICALLY CONSTRUCTED WITH HAYBALES, 'lox "-'-j -" °'` CRUSHED STONE AND/OR BARK MULCH TO HANDLE SILT -LADEN WATER. SAID DISCHARGE POINT'S SHALL BE LOCATED OVER 50 FEET FROM THE \ DELINEATED v _..,_• � ,. � �j / � ( �` WETLANDS. / \ J 7 / 40 X •� M1� �'.+�,_ �� - r -•-.�- PROPOSED �. ON C ST. ENTRAlrC E , r - .. + ,, �,� _ \ /.�� �" �-.._ .�„ (SEE D�1'Aft}-- Id'�''�'N // ( �L, �j-2p•os" 9,. PROFESSIONAL ENGINEER DATE x 0:\PROJECTS DARTMOUTH xvmne%1 R K ' - OC 0 DUNDEE\ENGINEERING EROSION AND SEDIMENT CONTROL SCALE: 1 "=50' FOR LEDGEMONT LANE LOCATED IN "LEDGEMONT ESTATES" APR I DARTMOUTH, MASSACHUSETTS DRAWN BY: nPPLICANr LEDGEMONT DEVELOPMENT, LLC RMF 43 TONY TERRACE, BRIDGEWATER, MA 02324 DESIGNED BY: RMF • qML ENGINEERING P.Q BQX tow RMF BY: *LAND SURVEYING J50 BEDFARD ST.. RJR • ENVIRONMENTAL LA9V" MA 02347 APPROVED BY; BY APP, ASSESWENT PRIME ENGINEERING 1Iz. 5Oa94ZOO50 p+� FAX, 508,947.2004 RJR 1 I HEREBY CERTIFY ' I HAT IHE NOTICE OF APPROVAL OF THIS PLAN BY THE DARTMOUTH PLANNING BOARD WAS RECEIVED AND RECORDED ON AT THIS OFFICE, AND NO APPEAL WAS RECEIVED DURING THE TWENTY (20 DAYS NEXT AFTER SUCH RECEIPT OF RECORDIN OF SAID NOTICE. DATE DARTMOUTH TOWN CLERK DARTMGUTN PLANNING BOARD APPROVED UNDER THE SUBDIVISION CONTROL LAW APPROVED: ENDORSED: Y PROPOSED WATER LINE - — • • --W--• • -.. OWNERS: PROPOSED HYDRANT - APPUCAINT: DAVID R. PECK IV AND PROPOSED DRAIN MANHOLE •- LEDGEMONT DEVELOPMENT, LLC JEFFREY 0. GOSC!M,INSKI 43 TONY TERRACE 43 TONY TERRACE PROPOSED CATCH BASIN - BRIDGEWATER, MA 02324 BRIDGEV/ATER, MA 02324 EXISTING POWER POLE - PROPOSED CONCRETE BOUNDS - ■ SUBJECT TO A PERT ORVANCE COVENANT DATED PROPOSED ELECTRIC - ..I-... ....I..... E/T/C RUNNING Vr•1TH THE LAND, TO EE TELEPHONE, & CABLE DULY RECORDED BY OR FOR THE OWNER OF PROPOSED CENTERUNE - RECORD. PROPOSED SILT FENCE - - -• •• - - - - •• W W DATE DESCRIPTION TO BE PLACED AT TOE OF, FILL AND STEEPLY SLOPED AREAS, I HEREBY CERTIFY THAT 1 HAVE READ THE CURRENT S09DIVISION REGULATIONS FOR THE TOWN OF DARTMOUTH, MA, AND THE SET OF PLANS ENTITLED "LEDGEMOVT ESTATES" DATED APRIL 20, 2005 INCLUDING ACCOMPANYING DATA ARE TRUE AND CORRECT TO THE - ACCURACY REQUIRED BY SAID SUBDIVISION REGULATIONS. IN ADDITION, ALL DRAINAGE SYSTEMS HAVE BEEN DESIGNED SO THAT ABUTTING PROPERTIES AND WAYS WILL NOT BE ADVERSELY AFFECTED, THE PRESENCE OR FAILURE OF ANY DETENTION OR RLTR47/0N SY TEMS AS DESIGNED WILL NOT THREATEN UFE OR PROPERTYt{ o>• f � ROBc'RT M. N A Slav � 1\3170201 BASE.deS 0F -LO `aS ROBERT M. o F0RBES CML H No.3= PROJECT NO. 3170201 I $EQUENCE OF 0oNjSjRQQjlQN F P IT IS MANQAIgRy,,F P 1.) THE REPLICATION AREA SHALL BE STAKED BY A SURVEY CREW. 2.) THE SILT FENCE SHALL BE PLACED AND TOED IN AT THE DOWNGRADIENT LIMIT OF THE REPLICATION AREA AND IN THE WETLAND IMPACT AREA AS SHOWN ON THIS PLAN. 3.) THE DARTMOUTH CONSERVATION COMMISSION AGENT'S APPROVAL OF THE SILT FENCE INSTALLATION SHALL BE SOUGHT PRIOR TO THE FELLING OF TREES. 4.) THE REPLICATION AREA SHALL BE PREPARED TO SUBGRADE PRIOR TO COMMENCEMENT OF THE ROADWAY CROSSING EXCAVATION SO THAT THE NATURAL WETLAND SOIL CAN BE MOVED DIRECTLY FROM THE IMPACTED AREA TO THE REPLICATION AREA. 5.) A ONE FOOT DEPTH OF ORGANIC SOIL. PRIMARILY FROM THE IMPACTED WETLAND AREA, SHALL. BE PLACED ON THE BASE OF THE REPLICATION AREA AND GRADED AS SHOWN, THE SURFACE OF THIS SOIL SHALL BE GENTLY DISTURBED WITH THE FORKS OF AN EXCAVATOR IN A NORTH -SOUTH DIRECTION TO CREATE A MICROTOPOGRAPHY. THE AREA SHALL NOT BE ROLLED SMOOTHED OR COMPACTED, 6.) A FOUR INCH DEPTH OF LOAM SHALL BE PLACED ON THE SIDESLOPES. 7.) THE DARTMOUTH CONSERVATION COMMISSION AGENT SHALL BE NOTIFIED PRIOR TO THE START OF PLANTING IN THE REPLICATION AREA. 8.) THE TREES AND SHRUBS SHALL THEN BE PLANTED. 9.) THE BASE AREA SHALL BE SEEDED WITH NEE WETLANDS SEED MIX. THE SIDESLOPES SHALL BE SEEDED WITH A COMMERCIAL LAWN MIX. 10.) SILT FENCE SHALL BE INSTALLED AROUND THE PERIMETER (TOE OF SLOPE) OF THE NEWLY PLANTED REPLICATION AREA, TOTAL BORDERING VEGETATED WETLAND TO BE DISTURBED = 3,450 S.F. x TOTAL WETLAND REPLICATION AREA REQUIRED 3,480 S.F. TOTAL WETLAND REPLICATION AREA PROVIDED = 21860 S.F. + 850 S.F. = 3,710 S.F. MERIDIAN OF 1921 LAYOUT REPLIGATION/DISTUR6ANCt: RATIO 1,07 OF ROCK O'DUNDEE ROAD PLAN BOOK 21, PAGE 1 PLAN SCALE 1 "-20' 12 I HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY THE DARTMOUTH PLANNING BOARD WAS RECEIVED AND RECORDED ON AT THIS OFFICE, AND NO APPEAL WAS RECEIVED DURING THE TWENTY (20) DAYS NEXT AFTER SUCH RECEIPT OF RECORDING OF SAID NOTICE. DATE DARTL40UTH TOWN CLERK DARTMOL" PLANNING BOARD APPROVED UNDER THE SUBDIVISION CONTROL LAW APPROVED: ENDORSED: APPLICANT: LEDGEMONT DEVELOPMENT, LLC 43 TONY TERRACE BRIDGEWATER. MA 02324 WETLANDS i 11 1 OWNERS: DAVID R, PECK IV AND JEFFREY D. GOSCIMINSKI 43 TONY TERRACE BRIDGEWATER. MA 02324 SUBJECT TO A PERFORMANCE COVENANT DATED RUNNING WITH THE LAND, TO BE DULY RECORDED BY OR FOR THE OWNER OF RECORD. THE BASE OF DRAINAGE SWALES, AND REPLICATION AREAS ARE TO BE SEEDED WITH ONE POUND PER 3,000 SQUARE FEET OF NEE WET MIX SUPPLIED BY NEW ENGLAND ENVIRONMENTAL, INC., AMHERST, MA., OR APPROVED EQUAL. EXISTING GROUND MATERIAL TO BE EXCAVATED rx'1"oo SEE PLAN FOR • r ELEVATION '4. OF HYDRIG SUIL `'"'LIMIT OF EXCAVATION (12' OVER EXCAVATION) ICAL REPLICATION AREA CROSS S1 NOT TO SCALE PROPOSED WATER LINE — -- • • --W-- • • -- PROPOSED HYDRANT — PROPOSED DRAIN MANHOLE - PROPOSED CATCH BASIN - EXISTING POWER POLE - Cw PROPOSED CONCRETE BOUNDS - ■ PROPOSED ELECTRIC, +- -M-�E/T/C TELEPHONE, & CABLE PROPOSED CENTERLINE .. NO TV THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATION AND VERIFICATION OF ALL EXIS77NO UTILITIES PRIOR TO CONS7RUC710N. S WIDE GEOFAB SILT 1' x 1' x S PINE STAKE FENCE FABRIC OR APPROVED EQUAL NAY BALES PLACED ALONG DOWN SIDE OF SILT FENCE FO* SUPPORT 1' x 1' x X BEMPOLE STAKE 2 PER BALE 24 ('GROIAJD LINE �r EMBED HAYBALE YIN. OF 6' 4' INTO SOIL i ! HAY B6LE AND SILT FENCE DETAIL TO BE PLACED AT TOE OF FILL AND STEEPLY SLOPED AREAS. X WIDE GEOFAS SILT 1' x 1' x Y PINE STAKE FENCE FABRIC OR APPROVED EQUAL 71 f'� 5ILL-FENCE DELAIL TO BE PLACED IN RELATIVELY LEVEL AREAS. I HEREBY CERTIFY THAT I HAVE READ THE CURRENT SUBDIVISION REGULATIONS FOR THE TOWN OF DARTMOUTH, ALA, AND THE SET OF PLANS ENT12E0 "LEDGEMANT ESTATES" DATED APRIL 20, 2005 INCLUDING ACCOMPANYING DATA ARE TRUE AND CORRECT TO THE ACCURACY REQUIRED BY SAID SUBOMSION REGULATIONS. IN ADDITION, ALL DRAINAGE SYSTEMS HAVE BEEN DESIGNED SO THAT ABUTTING PROPERTIES AND WAYS WILL NOT BE ADVERSELY AFFECTED, THE PRESENCE OR FAILURE OF ANY DETEN77ON OR FILTR47ION SYSTEMS AS DESIGNED WILL NOT 7HRE4T FN LIFE OR PROPERTY. o���•,�H�fr;�9c� . ROBERTM. '{n Q FORh7ES �. CIVIL N No38782 PROFESSIONAL EN /NEER DATE 0:\PROJECTS\DARTMOUTH\3170201 ROCK O'DUNDEE\ENGINEERING\DEF 0201 BASER VERTICAL GRANITE CURB INLET �J^_�_\ A i, 1` I ` 1 WEEP HOLE CATCH BASINS AT CURB INLET SHALL BE 3 FLANGE; ALL OTHERS SHAD. HAVE 4 FLANGES. A ` PIPE OUTLET TOP FACE OF BASIN 1 i 1 1 1 CATCH BASIN PLAN VIEW CATCH BASIN GRATE TO BE L24SG-1; 6' FRAME TO BE 3 FLANGE FRAME & GRATE AS MANUF. CURB INLET BY LeBARON FOUNDRY CO., LF-248-•2 OR APPROVED EQUAL T £ TO BE SET IN FULL BED OF MORTAR BRICKS TO BE USED FOR BADE ADJUSTMENT, 2 BRICK COURSE MINIMUM :. AND 4 BRICK COURSE MAMMUM. t�l DUIETER 5' MIN. ` • 8' WK ' • : ORTAR ALL JOINTS 48' :L 1' DIAMETER i ■ I — — "- " OUTSIDE OF PIPE + 2' CLEARANCE ' C" sa N. 0.12 SO. IN. STEEL" PER VERTICAL. FOOT, PLACED ACCORDING TO AASHTO '• l �1 DESIGNATION M199 MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS CATCH BASIN HOOD ade vp a up 4dgd e4 to -+---- COMPACTED BACKFILL OR UNDISTURBED EARTH SECTION A -A NOTES; 1• DICKS TO BE USED BETWEEN TOP COURSE AND FRAME FOR GRADE ADJUSTMENT. FRAME SHALL BE SET IN FULL BED OF MORTAR. 2. MASSACHUSETTS STANDARD CATCH BASIN HOOD SHALL BE INSTALLED ON OUTLET ` PIPE AS REQUIRED, TYPICAL PRECAST CONCRETE CATCH BASIN NOT TO SCALE 12' FRAME AND COVER TO BE LI:BARON NO. LK 110 OR APPROVED EQUAL MARKED DRAIN WITH 1 1/4' HOLE IN CENTER COVER TWO COURSES OF BRICK MIN TAPER IN 3 OR FOUR COURSES OF BRICK MAX, COURSES TO BE SET IN FULL BED OF MORTAR �1 t24 92 16 AMETER •�' PRECAST CONCRETE MANHOLE TO BE N, •'' CONSTRUCTED ACCORDING TO ASTM C47$ 1' DIAMETER '• MIN, w PIPE WILL BE FLUSH OR NOT TO PROJECT MORE THAN 4' INSIDE FACE BRICK CHIPS AND UIORTAR � :�;;� OF OF WALL ALONG CENTERLINE OR CEMENT CONCRETE ,.. OF PIPE (2500 PSI AT 28 DAYS N.. ,. OUTSIDE OF PIPE + 2' CLEARANCE •• :�'•',�'� ' BASE TO BE CEMENT CONCRETE 4 .iK:is�; ,:' .. (2500 PSI AT 28 DAYS) OR PRECAST ° 4 SECTIONAL. PLATES INVERT TO BE INVERTED PACTEO BACKFILL OR UNDISTURBED ARCH WITH BRICKS LAID SECTION A- A EARTH ON EDGE AS STRETCHES DRAINAGE MANHOLE, NOT TO SCALE AS AS [p• ► ►1/3 1/3 DIA. LOAM AND SEED FINISH GRADE '�•l'ME �: 19 r;"l•1 CWACTED CRUSHED STONE -OPROFILE-OF-ROCK r SWALE NOT TO SCALE GARS rrw rrr w wY 1 1/x CLEAR �. 25% OF ROCK WILL BE 125 TO 150 POUNDS AND '.' FOR INV, SEE "GRADING AND 75% OF WELL GRADED MATERIAL BETWEEN 75 AND • DRAINAGE PLAN" 100 POUNDS TO FILL VOIDS BETWEEN LARGER STONES. GROUN 2,33 11E BARS, • '• " • : `�'! 200 POUND ROCKS TO SERVE AS ENERGY DISSIPATORS LI N CLASS A CEMENT CONCRETE 12" MPACTED GRAVEL BEDDING " 18" 6'-0" WIDE x 10'-0" LONG PAVEMENT SHEETING REQUIRED FOR ,,..�TRENCHES OVER 5' DEEP (SINER, DRAINAGE OR WATER), NON -STEEL SHEETING TO BE A MIN, oRp OF 3' THICK. . i• • .* •� * 1 OF aPATCH •••• • .� �?BACKFILL TO BE PLACED IN 12* • •� •• �� •• LAYERS 1 THOROUGHLY COMPACTED, ��;STONES • DIAMETER.IN • ii• COMPACTED GRAVEL 11 CONTAINING STONES NO LARGER ��. ,. TMCH WIDTH a PIPE DIA, PLUS 12- DRAINAGE PIPE TRENCH DETAIL, NOT i0 SCALE 4'-9" 2'--6" w END ELEVATION FRONT ELEVATION COMBINATION ENDWALL AND RIPRAP APRON NOT TO SCALE IN COMPACTED OR UNDISTURBED SVBGRADE Rim Y yy� BD 11A R2 w DIA WX JLL Y W7 PLAN )IA.+1' BD XA -SECTION INLET END Y w3 ..•......... E Y wj PLAN - SECTIQU OUTLET END DPE )IA,+1' W SFY_TInM Y_Y DIA. W A B C D E BD K L P UI w R1 R2 S G SLOPE 12' 2" 4' 2'-0" 4'-07 8' 6'-1 3 2'-0' 20" 4'4 1 6'-6 1 8` 19 13 16 13' 10 1 2" 9' 4" 2 1 2" 3:1 15" 2 Ile 6" 2'-3" 3'-10" 6'-1 1 2 2'-6" 24" '-3 11/16 6'-6 11 16" 245116 16" 12 1 2" 11" 4' 2 1 2' 3:1 18" 2 1 4" 9" V-3" 3'-10" 6'-1" 3'-0" 28" 4'-3 7 8 6'-6 7 8" 29" 19" 15 1 ' 12" It13' 4" 2 3 4" 3.1 21' 2 1/e 9' 2'-11" V-2' 6'-1" S-6» 32" S-8 5660.6 '-7 5 1V 31 5 8' 2x 15 1 2' 4" 3 4" 3:1 24" 3" 9 i 2" Y-7 1 2 2'-6" 6'-1" 4'-0" 36" 3'-0 1 2" 6'-8" 33 3 16 5' 6 13 16" • ;1 A� FOR BELL AND SPIGOT PIPE REINFORCED CONCRETE PIPE FLARED END (TO BE USED AT INLETS ONLY AND ONLY IF APPROVED BY DESIGN ENGINEER) NOT TO SCALE R4� VwG ao° SO' CONSTRUCTION—INTRANCE sow NOT TO SCALE SECTION 8—B 6' DIAMETER DIVERSION MANHOLE, NOT TO scare 1. MANHOLE SHALL BE MANUFACTURED IN ACCORDANCE WITH ALL APPLICABLE LOCAL STANDARDS, 2. BYPASS WEIR WALL SHALL BE CONSTRUCTED OF SOLID 8" CONCRETE BLOCK WITH DUR-O-WALL W2.8 MASONRY REINFORCEMENT (OR APPROVED EQUAL) BETWEEN EACH BLOCK COURSE. #3 REINFORCING BAR SHALL BE DOWELED AT 16" ON CENTER 4" DEEP INTO MANHOLE FLOOR AND WALLS EXTENDING 8" INTO WEIR WALL IN ALL DIRECTIONS. AS AN ALTERNATIVE CONSTRUCTION METHOD, WEIR WALL. MAY BE CAST -IN -PLACE WITH 4,500 PSI REINFORCED CONCRETE. A CAST -IN --PALACE WEIR WALL SHALL INCLUDE ANCHORAGE DOWELS AS PREVIOUSLY MENTIONED AND A SINGLE GRID OF #3 BAR AT 8" ON CENTER EACH WAS WITH MINIMUM 2" COVER IN ALL DIRECTIONS. TOP OF WEIR ELEVATION k I HEREBY CERTIFY THAT I NAVE READ THE CURRENT SUBDIVISION REGULATIONS FOR THE TOWN OF DARTMOUTH, MA, AND THE SET OF OAFt"I"MOUTH PLANNING BOARD FILE: 3170201 DETAILS PLANS ENTITLED "LEDGEMDNT ESTATES" DATED APRIL 20, 2005 APPROVED UNDER THE SUBDMSION CONTROL LAW SCALE: INCLUDING ACCOMPANYING DATA ARE TRUE AND CORRECT TO THE OWNERS: T �. ACCURACY REQUIRED BY SAID SUBDIVISION REGULATIONS. IN ADDITION, APPROVED: APPLICANT: DAVID R. PECK IV AND D G I AI LS '�'» AS SHOWN CF ALL DRAINAGE SYSTEMS HAVE BEEN DESIGNED SO THAT ABUTTING �ytN�• LEDGEMONT DEVELOPMENT, LLC JEFFREY 0. GOSCIMINSKI » DATE: PROPERTIES AND WAYS WILL NOT BE ADVERSELY AFFECTED. THE I HEREBY CERTIFY THAT THE NOTICE OF APPROVAL LEDGEMONT ESTATESROES; !.'z,t.�.t.. OF THIS PLAN BY THE DARTMOUTH PLANNING ENDORSED: 43 TONY TERRACE 43 TONY TERRACE AP Pay., : ; PRESENCE OR FAILURE OF ANY DETENTION OR FILTRATION SYSTEMS AS BOARD WAS RECEIVED AND RECORDED ON BRIDGEWATER, MA 02324 BRIDGEWATER, MA 02324 DARTMOUTH, MASSACHUSETTS pRq �; c:vli ;:, i1 DESIGNED WILL NOT THREATEN LIFE OR PROPERTY. �ptttOFf.'E s AT THIS OFFICE, AND NO APPLICANT RSR .o ' NO.337`P2 '. LEDGEMONT DEVELOPMENT, LLC •�� APPEAL WAS RECEIVED DURING THE TWENTY (20) 43 TONY TERRACE, BRIDGEWATER, MA 02324 pEs�NEO �` s .�' ROBERTIA. 4N DAYS NEXT AFTER SUCH RECEIPT OF RECORDING RMF I`oL s y OF SAID NOTICE. SUBJECT TO A PERFORMANCE COVENANT DATED • CML ENGINEERING P.O. BOX 108$ pRAWIN N0, Na313L RUNNING WITH THE LAND, TO BE CHECKED BY: Y -4-ZO o� �� �� DATE DARTMOUTH DULY RECORDED BY OR FOR THE OWNER OF LAND SURVSWNG .... 3,50 &=RD Sr. RJR 15 OWN CLERK RECORD, APPROVED ETY: PROJECT NO, PROFESSIONAL ENGINEER DATE Sji:VAL E)MR0Ni4lW% UKEYll.L!~ AN 02347 REV. DATl: DESCRIPTION BY P. ASSaSkVff PRIME ENGINEERING � 5ass47,0050 RJR 3170201 GENERAL NOTES , UNLESS OTHERWISE NOTED, ALL MATERIAL. AND CONSTRUCTION SHALL CONFORM TO 'THE DARTMOUTH DEPARTMENT OF PUBLIC WORKS STANDARDS, THE RULES AND REGULATIONS GOVERNING THE SUBDIVISION OF LAND IN DARTMOUTH, MASSACHUSETTS AND THE MASSACHUSETTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. 2) EROSION AND SEDIMENTATION MEASURES MUST BE INSTALLED AND APPROVED PRIOR TO START OF ANY CONSTRUCTION. 3) CONTRACTOR IS RESPONSIBLE FOR PREPARING DETAILED AS BUILT PLANS OF ALL INSTALLED UTILITIES WITH SWING TIES TO VISIBLE SURFACE FEATURES. WATER SUPPLY NOTES 1) WATER MAINS SHALL BE CLASS 52 CEMENT LINED DUCTILE IRON PIPE. 2) MINIMUM COVER ON ALL WATER MAINS SHALL BE 5 FEET. 3) THE BRAND, TYPE AND SPECIFICATIONS OF ALL HYDRANTS. GATES, FITTINGS AND OTHER WATER SYSTEM COMPONENTS SHALL BE APPROVED BY THE DARTMOUTH DIRECTOR OF PUBLIC WORKS, CITY ENGINEER AND FIRE CHIEF PRIOR TO INSTALLATION. STORM DRAINAGE NOTES 1) UNLESS OTHERWISE NOTED, ALL REINFORCED CONCRETE PIPE SHALL BE CLASS III, 2) UNLESS OTHERWISE NOTED, ALL DRAIN PIPES SHALL HAVE 4 FEET OF EARTH COVER. 3) ALL CULVERTS OVER 18" IN DIAMETER SHALL BE FITTED WITH REBAR TRASH RACK AT INLET END. PLANTING NOTES 1) GRASS PLOTS - ALL AREAS BETWEEN THE EXTERIOR STREET LINES AND THE CURB LINES OF THE ROADWAYS THEREON WHICH ARE NOT OCCUPIED BY SIDEWALKS SHALL BE SURFACED WITH NOT LESS THAN FOUR (4) INCHES OF QUALITY LOAM, SEEDED WITH LAWN GRASS SEED, AND ROLLED TO THE SATISFACTION OF THE PLANNING BOARD, SEEDING SHALL BE DONE AT APPROPRIATE TIMES OF THE YEAR IN A MANNER TO _ INSURE GROWTH OF GRASS. INSPECTION NOTES THE DPW'S CONSTRUCTION INSPECTOR SHALL. BE GIVEN AT LEAST TWENTY- FOUR HOURS NOTICE OF WORK SCHEDULED IN ORDER THAT HE MAY MAKE INSPECTIONS AT THE FOLLOWING STAGES: 1) AFTER EXCAVATION AND TRENCHING, BEFORE PLACEMENT OF UTILITIES OR FOUNDATION MATERIAL; 2) FOUNDATION GRAVEL TO BE APPROVED BEFORE PLACEMENT; 3) AFTER PLACEMENT OF DRA04AGE STRUCTURES, BEFORE BACKFILLING; 4) AFTER PLACING GRAVEL, BEFORE PLACING PAVING; 5) AS REQUIRED FOR CONFIRMATION OF EXTENT OF COMPLETION FOR RELEASE OF SECURITY VERIFYING: PLACEMENT OF FINISH COAT SIDEWALKS CURBING STREET SIGNS GRADING OUTSIDE TRAVELED WAY TREES MONUMENTS CLEAN-UP 6) AS REQUIRED TO ADVISE ON REQUESTED DEPARTURES FROM PLANS AS APPROVED. DRIVEWAY NOTES 1) IF ANY PROPOSED DRIVEWAY CONFLICTS WITH ANY ASPECT OF THE DRAINAGE DESIGN, THEN THE DRIVEWAY SHALL BE DESIGNED BY A PROFESSIONAL CIVIL ENGINEER TO AVOID DISTURBANCE OF THE PROPOSED DRAINAGE SYSTEM. ►Z NOTES: y:y 1, CONCRETE SHALL. BE CLASS 'C' WITH :• A COMPRESSION STRENGTH OF 3000 PSI A A •A A AT 26 DAYS. PLAN —BENDS � z' ALL THRUST UNDISTURBED BLOCKS SHALL BEAR ON PLAN -- TEES 3• CEMENT MIX SHAD. NOT BE ALLOWED 1 " MIN TO RUN INTO PIPE JOINTS. 45° 4. DIMENSIONS FROM PIPE TO TRENCH WALL sr\•.'!i',• t. cy IS MINIMUM, D SMALLER MIN, FOR U PLAN AND ELEVATION — PLUGS SECTION X. — T AND BENDS r THRUST BLOCK DETAIL NOT TO SCALE 11.0' CAPE COD BERM"",, V MI I1 o 0,9 ? STREET TREES & SIGNS i 12` GRAVEL i 12'-0` WATER 40' RIGHT OF WAY UNPAVED FINISH GRAD PAVEMENT SAW CUT ' EXISTING PAVEMENT PAVEMENT AND SUBBASE xi 12• MIN, IN AREAS OF PAVEMENT PATCH -COMMON BACKF1LL TO BE PLACED IN 12' LAYERS AND THOROUGHLY COMPACTED. STONES TO BE NO LARGER THAN IN DIAMETER. COMPACTED GRAVEL BEDDING TO BE PALCEp IN 6" LAYERS AND THOROUGHLY COMPACTED. STONES TO BE NO LARGER THAN 1 DIA, HAUNCHING BEDDING UqiSURpE% pAp MAIT ON f -•- 12" --'PIPE O.D�-- 12" -•-' NOTES: 1. IF LEDGE IS ENCOUNTERED MINIMUM CLEARING BETWEEN PIPE AND LEDGE IS 12"• Z HAUNCHING AND BEDDING TO BE CRUSHED STONE OR GRAVEL BORROW, AS DIRECTED, FOR ALL PIPE EXCEPT DUCTILE IRON. USE COMMON BACKFILL, 5' MAX. STONE SIZE FOR DUCTILE IRON. WATER MAIN TRENCH DETAIL ••r v+r vvr w.r .• 20.00' 4' LOAM AND SEED 8,00' SURFACE COURSE I (SEE SPECIFICATION) I J/$` PAR F0� PER FOOT G o (TYP• BOTH SIDES) , LROPER SUBGRADE I 0 I STORM DRAIN 4 SHOULDER 40 FOOT RIGHT OF WAY TYPICAL ROAD CROSS SECT NOT TO SCALE NOT TO SCALE 6' LOAM AND PROVIDE TWO COATS OF. ASPHALT VARNISH. \ R .w ..►•.► CONCRETE THRUST BLOCK PRECAST SOLID CONCRETE BLOCK OR GRANITE (NOT POURED) 10,•••6' 1'-6' UNDISTURBED GROUND SECTION 3' TYPE I BITUMINOUS CONCRETE BERM TO BE POURED 0 MONOLITHICALLY WITH TOP $ a ZE.: COURSE OF PAVWENT CAPE COD BERM DETAIL NOT TO SCALE SIDE SLOPES 3:1 OR LESS SEE PLAN FOR GRADING q OF SWALE ' ' •, ••• 6" HIGH FIELD STONE CHECK DAM FLAT STONES PLACED BEL . • • j' •; • ` .. '•'� '•'' ♦. ..... •,. TO PREVENT DOWNSTREAM fi FIELD STONE :,• •, \V .,:.'••••`• t• FLAT STONES PLACED BELOW DENSE ROWT OF . ' ' • :••' '• ' :• TO PREVENT DOWNSTREAM SCOURING GRASS REED: C'ArtARIY` • '• '• • `• '•' `� ' "''r'•' ,. . OR KY-• 1 TAI T " FESCUV` ' r'`'' •: • ' : `' BOTTOM OF CHANNEL N, •�:' ; .. •.. i •i 111110111111 Hill )AD TEES ON~````_.- : ,.•�, ,,�.• •,,i �• ; ; •;• ; • .01 BLE �ASE ►F ELEVATION I SWALE SECTION A -A I HEREBY CERTIFY THAT I HAVE READ THE CURRENT SUBDIVISION REGULATIONS FOR THE TOWN OF DARTMOUTH, MA, AND THE SET OF PLANS ENTITLED "LEDGEMIDNT ESTATES" DATED APRIL 20, 2005 INCLUDING ACCOMPANYING DATA ARE TRUE AND CORRECT TO THE ACCURACY REQUIRED BY SAID SUBDIVISION REGULATIONS. IN ADDITION, ALL DRAINAGE SYSTEMS HAVE BEEN DESIGNED SO THAT ABUTTING PROPERTIES AND WAYS WILL NOT BE ADVERSELY AFFECTED. THE PRESENCE OR FAILURE OF ANY DETENTION OR FILTRATIO AS DESIGNED WILL NOT THREATEN LIFE OR PROPERTY, o����10F;gss9c�N ROBERT M. , o FORBES c.> CIVIL y 9Na 3s7s2o PROFESSIONAL ENGINEER DATE HAAILE� NOT TO SCALE GRASS SWALE WITH FIELD CHE NOT TO SCALE OSCOURING CRUSHED STONE DRAIN POCKET THOROUGHLY COMPACTED hvl• tI• i 6' -0" (INHERE POSSIBLE} V-6' MIN. FROM EDGE OF ROADWAY 4 -2, 2 1/2' HOSE OUTLETS -1, 4 1/2" NOZZLE � -NOZZLE CAP CHAIN -fINISH GRADE -4-1/2' STREAMER CONNECTION PROVIDE 6' CATE VALVE WV- -0 BREAK AWAY FLANGE CAST IRON ROADWAY VALVE BOX 2' ABOVE FINISHED GRADE FOR EACH HYDRANT CONNECTION E RODS AND CLAMPS [ANCHORING R RESTRAINED JOINTS$ MECHANICAL 3/4' RETAINER RODS HERE ADDITIONAL TH T JOINT IS REQUIRED., --MIN. 1/2 CY OF 1/2' SCREENED GRAVEL PIT 2'-6' MIN. DIA. AT LEAST • 6' ABOVE HYDRMT DRAIN RING, = GATE V LEFT) FINISHED GRADE (SEE GRADING PLAN) 60 ° MIN. NQTE, ALL JOINTS WILL ITE ATTA06 WITH MEGALUGS• FIRE HYDRANT DETAIL, NOT TO SCALE LOOP I' POLY TUBING !w 7 A WATER MAIN ANCHORING , `';'' •- =' ';_' WITH 6` TEE BRANCH ' ="'•� :;�%; (M•J. OR FLANGED) CONCRETE THRUST BLOCK PRECAST SOLID UNDISTURBED CONCRETE BLOCK OR GROUND WMTE (NOT POURED) 1-I%1' ul f1wWS CON Llr. TOP COURSE I-I/2" BITUMNOUS CONCRETE BNDER COURSE If GRAVEL BASE PLACED IN 6' LAYERS AND THOROUGHLY COWACTED (IN ACCORDANCE NTH MA. HOWAY DEPT. STANDARD SPECIFICATIONS, SECTION M1.03.0) STANDARD DUTY 1US CONCRETE PAVEME NOT TO SCALE CAST IRON SERVICE BOX 5i » 1' CURB STOP yBFDROCSUSPPORTPLACED•TO AMS � :,�n'.,•. 1 STOP 1• CORPORATION ATER LIMN WATER SERVICE DETAIL DARTMOUTH PLANNING BOARD APPROVED UNDER THE SUBDIVIVON CONTROL LAW OWNERS: APPROVED: APPLICANT: DAVID R, PECK IV AND LEDGEMONT DEVELOPMENT, LLC JEFFREY D. GOSCIMINSKI I HEREBY CERTIFY THAT THE NOTICE OF APPROVAL ENDORSED: 43 TONY TERRACE 43 TONY TERRACE OF THIS PLAN BY THE DARTMOUTH PLANNING BOARD WAS RECEIVED AND RECORDED ON BRIDGEWATER, MA 02324 BRIDGEWATER, MA 02324 AT THIS OFFICE► AND NO APPEAL WAS RECEIVED DURING THE TWENTY (20 DAYS NEXT AFTER SUCH RECEIPT OF RECORDING OF SAID NOTICE. SUBJECT TO A PERFORMANCE COVENANT DATED RUNNING WITH THE LAND, TO BE DULY R BY OR FOR THE OWNER OF DATE DARTMOUTH TOWN CLERK RECORD;CORpED Ill Z ru r_ � � �.nnn � n��•• .. r. D ETAI LS """' 2 "LEDGEMONT ESTATES' DARTMOUTH, MASSACHUSETTS SCALE: AS SHOWNt �' �� OB RT C) CAVIL y "°` �Fa,� If DATE: 0 AP DRAWN BY.- RSR, APPucANT LEDGEMONT DEVELOPMENT, LLC 43 TONY TERRACE, BRIDGEWATER, MA 02324 DESIGNED BY: RMF • CML ENGINEERING P.O. BOX 1Q88 • LAND SURVEYING ` 50 BEorm sr. • ENVIRONMENTAL IAKMU& W 02347 A5SMVW P'IRIANE ENGIMEER►MG FLr 50.94Z 7050 CHECKED BY: RJR APPROVED BY: RJR DRAWING NO, 16 PROJECT NO 3170201 REV, DATE DESCRIPTION BY APP. BASE LEVELING PAD NOTES 1 • OFECRUSHED STONE OR 2 0000NSTRUCTED PS t UCTED UNREINFORCED CONCRETE. 2• THE BASE FOUNDATION IS TO BE APPROVED BY THE SITE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF THE LEVELING PAD. COMPAC UNIT WIDTH: 18" DEPTH: 12" HEIGHT; 8" WEIGHT: 85 LBS SLOPE CUT NTS MINI CAP UNIT WIDTH: 18" DEPTH: 10" HEIGHT: 4" WEIGHT: 45 LBS N--UNIT FACE 6" CRUSHED ROCK OR UNREINFORCED CONCRETE LEVELING PAD SOMFTRIC VIEW "'• • ' COMPAC ELEVATION 12"t o 0 18" COMI'AC UNIT NTS 1. FOR PIPES LARGER THAN 24" A CONCRETE COLLAR MAY BE CAST AROUND PIPE FOR EASE OF CONSTRUCTION AND APPEARANCE. ONCRETE COL AR SAW CUT UNITS TO FIT IF APPLICABLE) WITHIN 1/2" OF PIPE CONTROL JOINTS AS REQUIRED , 10,-0" 16" MAX 2 " M ca 6" X $" WOOD POSTS to TO BE SPACED 6'-36" X 6" WOOD BLOCK CENTER TO CENTER I v PRE —WEATHERED KEYSTONE 4" CAP UNIT 1\1 1 NON—COROSIVE STEEL KEYSTONE COMPAC UNIT FINISHED GRADE U w •• r L6 r y t •Y ' GUARD RAIL 8" MIN, LOW PERM S 1 �- EABLE 0 L GUARD RAIL POST (6' MIN IN AREA OF SRW, 3' OTHERWISE) CONCRETE NIT CORE FILL 3f 4" CRUSHED VUCK OR STONE) UNREINFORCED CONCRETE OR CRUSHED STONE LEVELING PAD TYPICAL DRY --STACKED, CONCRETE BLOCK EGMENTED RETAINING WALL SRW SECTI01 NOT TO SCALE 0 z 0 D m .,. - - -- . --- - - BACKFILL AND EXTENDED OVER THE FIBERGLASS PINS. PLACE NEXT UNIT. PULL GRID AS TAUGHT A UHTOAND BACKFILL. SCOUR PROTECTION AS REQUIRED. USE RIP RAP OR CONCRETE SLAB IN OUTLET AREA. GRID &___PIN CONNECI`ION TYPICAL PIPE OUTLET DETAIL NTS NTS --''� BRANCHING HEIGHT TO BE 5'-6" TO 6 FEET ABOVE TREE FLARE FRAME AND COVER TO BE LEBARON NO. L8266 OR APPROVED EQUAL HOSE CHAFING GUARD AT FIRST BRANCH MARKED DRAIN WITH 1 1/4" HOLE IN CENTER COVER IN FRAME TO BE SET IN FULL BED OF MORTAR —TRUNK WRAPPING MATERIAL BRICKS To BE USED FOR GRADE GUY WIRES, 10 GA., 3 PER TREE 2" CALIPER AT ' '' ' •'�' t0,1USTMENT. 2 BRICK COURSE MINIMUM :;` • • ;'• • * ; ND 4 BRICK COURSE MAXIMUM, -.r rw-r. u- TURNBUCKLES ON ALL GUYS 45• FOUR FEET NIGH w 1 `" ""�-•.g' REINFORCED CAtdCR£TE TOP Q SLAB (H20 LOADING) FLAG > LJ-8" MIN. 8" MIN, " a 4 " DI AM R 4"MULCH 3 SOIL SAUCER RIM a 72" DIAMETER WHERE NOTED ON PLAN PIPE WILL BE FLUSH OR NOT TO PROJECT MORE THAN 4" INSIDE FACE ` _ _ ��'�► BRICK CHIPS AND MORTAR , OF OF WALL ALONG CENTERLINE R CEMENT CONCRETE OF PIPE BACKFILL WITH ONE PART PEAT (2500 PSI AT 28 DAYS) �Q� BORROW TO THREE PARTS LOAM J 2"x2"x2" SfAKE ----� / A ...._ ... r� _.. _. FLUSH TO FINISH " „ BARROW WITH 10L65 BONE MEAL " '�O 12 12 PER CY OF MIXTURE 4, «• • « • _ 2", CLEARANCE + GRADE (DEADMAN) _ �MIN, M N. L.....,....__........_ FOLD BACK BURLAP � y • .. �' .r 'y• %"BASE TO BE CEMENT CONCRETE / • _ P500 PSI AT 28 DAYS) OR PRECAST 112" MIN, ��� a SECTIONAL PLATES LOOSEN SUBSOIL 6" BELOW INVERT TO BE INVERTED BOTTOM OF PLANTING PIT ARCH WITH BRICKS LAID ' COMPACTED BACKFILL OR UNDISTURBED ON EDGE As STRETCHES SECTION A-- A EARTH FLAT TOP DRAINAGE MANHOLE TREE PLANTING DETAIL NOT TO SCALE NOT TO SCALE TO BE USED ONLY WHERE SPECIFIED ON THE PLAN VIEW I HEREBY CERTIFY THAT i HAVE READ THE CURRENT SUBDIVISION REGULATIONS FOR THE TOWN OF DARTMOUTH. MA, AND THE SET OF DARTMOUTH PLANNING BOARD PLANS ENTITLED "LEDGEMONT ESTATES" DATED APRIL 20, 2005 APPROVED UNDER THE SUBOW-VON CONTROL LAW OWNERS: INCLUDING ACCOMPANYING DATA ARE TRUE AND CORRECT TO THE ACCURACY REQUIRED BY SAID SUBDIVISION REGULATIONS. IN ADDITION, APPROVED: APPLICANT: DAVID R. PECK IV AND ALL DRAINAGE SYSTEMS HAVE BEEN DESIGNED SO THAT ABUTTING i HEREBY CERTIFY THAT THE NOTICE OF APPROVAL. LEDGEMONT DEVELOPMENT, LLC 43 TONY TERRACE JEFFREY D. GOSCIMINSKI 43 TONY TERRACE PROPERTIES AND WAYS WILL NOT BE ADVERSELY AFFECTED. THE PRESENCE OR FAILURE OF ANY DETENTION OR FILTRATION SYST•E OF THIS PLAN BY THE DARTMOUTH PLANNING ENDORSED: BRIDGEWATER, MA 02324 BRIDGEWATER, MA 02324 DESIGNED WILL NOT THREATEN LIFE OR PROPERTY. ��OFhL^ ti� � BOARD WAS RECEIVED AND RECORDED ON AT THIS OFFICE, AND NO o Fp OFa M• ' APPEAL WAS RECEIVED DURING THE TWENTY (20 AFTER OF RECORDIN FORBES �, DAYS NEXT SUCH RECEIPT cwaL H No. 39792 OF SAID NOTICE. SUBJECT TO A PERFORMANCE COVENANT DATED 9FotscEQ� RUNNING WITH THE LAND, TO BE ��-•05 � � ld4DATE DULYRECOBY OR FOR THE OWNER OF DARTMOUTH TOWN CLERK PRO ESSIONAL ENGINEER DATE FINISHED GRADE CULTEC 410 FILTER FABRIC CULTEC RECHARGER 330 (VOLUMErx46.25 CRUSHED STONE 6" BASE OF 1.5" TO 2" DIA, CRUSHED STONE :: '18` , 85� •�OMPAC,T�p . Fit,t,.; • . . ::: ...................•............. I ....... . ................... 0 a V) 0 0 PROVIDE "Y" OVERFLOW CONNECTION FOR EACH DOWNSPOUT CONCRETE SPLASH PAD ..,.,...._..... 52" ...r..............J 3" iw..n.RRwoo�.`JAAr..SS. 5SS" EE(r^w,�- ��F.7.i�W-51ECTIQU ROOF INOLMOON._SYSTEM NOTE; TOPSOIL AND SUBSOIL SHALL BE REMOVED BENEATH CULTEC UNITS AND REPLACED WITH SUITABLE MATERIAL PRIOR TO INSTALLATION OF CULTEC INFILTRATION UNITS. CULTEC 410 FILTER FABRIC 1 a CRUSHED STONE 15' MIN. RROEILE NOTE: INFILTRATORS TO BE PROVIDED AT 4 CORNERS OF ALL PROPOSED DWELLINGS. DETAIL OF ROOF RUNOFF INFILTRATION SYSTEM NOT TO SCALE 6" CURB INLET 4" DEEP CATCH BASIN FRAME AND GRATE 7" TO BE E.J. LeBARON NO. LK 125 FRAME TO BE SET IN FULL BED OF MORTAR BRICKS TO BE USED FOR GRADE ••'j• • " Jt .'M' ADJUSTMENT 2 BRICK COURSE MINIMUM .w•. •.w•.rrw AND 4 BRICK COURSE MAXIMUM. 0 TSIDE OF PIPE+ w `' 8" MIN. 2 CLEARANCE — ....._ V • ••i y �. MASSACHUSETTS DEPARTMENT OF N PUBLIC WORKS CATCH BASIN HOOD MORTAR ALL JOINTS FRAME TO BE SET IN FULL BED OF MORTAR c ; , •.a• r» 8" REINFORCED CONCRETE TOP SLAB (H20 LOADING) •0 •;' ;; 8" MIN. 4„ ' .;i + 48" 1"DIAMETER " ,;• ,i• ;"•' CLAg "A` R "p" CEMENT CONCRETE OR PRECAST SECTIONAL PLATES ;�; : �' •,,,. '� •' :� `•« :' .;'• 4vp �D�►'�' COMPACTED BACKFILL NOTES. SECTION A —A O RUN DISTURBED 1. MASSACHUSETTS STANDARD CATCH BASIN HOOD SHALL BE INSTALLED ON OUTLET PIPE. TYPICAL FLAT TOP CATCH BASIN NOT TO SCALE CII C• 14 7fV3A 111CTA It Q 1 DETAILS -- 3 "LEDGEMONT ESTATES" DARTMOUTH, MASSACHUSETTS SCALE: AS SHOWN 'A OFll�^_ cy �� FoRM. R L y Na 39792 , �F°' `�.0 . GATE: 0 AP DRAWN RSR APPLICANT LEDGEMONT DEVELOPMENT LLC 43 TONY TERRACE, BRIDGEWATER, MA 02324 DESIGNED 0Y` RMF 1 CML ENGINEERING P.Q. BOY 1= • LAND SURVEI7NG j" 8&wm sr. • E7MRONMENT.4L MiI VI'LLE W 02.97 PRIME ENGINEEIUNG TEL- 508947,A050 ASSES.SMfM , FAX; 5M947.2004 CHECKED BY: RJR APPROVED BY: RJR I> wwG No. 17 PROJECT N0. 3170201 REV, DATE DESCRIPTION BY APP.