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FARFARD SUBDIVISION - ZONING su�o uvv f _ FIR Q' SALEM PLANNING BOARD ---_---_- FIRST STREET W APPLICATION FILED HEARING DATE PLAN APPROVED crT` Ji A 2 N t_ WETLAND a, 4 i 0 J W \: DATE: � . 1 1 00 w _f� LEGEND O S 9 8 RETAINING WALL (VARIABLE HEIGHT) EXISTING CONTOUR AURORA LANEt-Gtoo UNIT' PHASE PROPOSED CONTOUR ' M STYLETS 1 2 3A 3B EXISTINGUMIT OF i 0o h 6 N BENGAL LANE SHORT ELL 108 4 4 34 EXISTING DRAIN/SEWER MANHOLE r3 Q -- PROPOSED DRAIN/SEWER MANHOLE PHASE I V ) SHORT ELL _ _ I v � ULTRA 12 .14 -0— EXISTING CATCH BASIN 1 y 9 SUPEIR --EPROPOSED CATCH BASIN I '3GREEN �� I 1 ' Q," � 16 SHORT ELL 2 26 � SILTATION CONTROL DOLPHIN �' I VILLAGE" G � PHASE I 9 LONG IELL 52 64 - 2 (jQ GATE VALVE ,t-{ g "THE SANCTUARY ' HYDRANT 2 LONG ELL _ _ _ _ I ULTRA RAIL FENCE SUPER ` ) LONG ELL 2 4 DECK 420 — I 11 WETLANDWETLAND 1 CAPE: 8 4 - - NOTES II 1 °° v�g � 8 PLEX - 24 - - 1. SEE DEFINITIVE SUBDIVISION PLAN OF WHALERS LANE L �Q r(�� APPROVED JUNE 20, 1985 BY THE SALEM PLANNING II EO REGENICY - 12 - - IN THE ESSEX COUNTY REGISTRY OF DEEDS. BOARD AND REECORDED IN PLAN BOOK 198 PLAN 67 FAO �'i \ UN1 72 12$ 20 2. HAYBALES OANDI ORF BASE OF RETAININGDWALLS ITAT TOT 17 $� PRIOR TO CONJSTRUCTIION IN AREAS ADJACENT TO I DESIGNATED WIETLANDS. FLYING CLOUD - A>Jq/� 3 ALL DRAIN OTHERWISE NIO)TED12" RCP UNLESS V 1 i LA \ z ENS r \ , ' 0 4. ALL BUILDINGS ARE TO BE UNDERDRAINED. �• Q m 5. THE CONFIGURATION OF ALL COMPENSATING AREAS 6 3 HIGHLAND PARK Z MAY BE ALTERED DUE TO LEDGE OR OTHER 6Np TURK WAY Q_ C7 OBSTACLES ENCOUNTERED DURING CONSTRUCTION 7 GRA J C z >- BUT THE REQUIRED REPLACEMENT WETLANDS WILL BE WETLAND Q u o Q PHASE 1 � 8 WV WETLA��G \ � Co Q � LINE M YFLO MAINTAINED AS NOTED. (D.E.P. FILE N0. 64-92) \ $ W0 p 6. ZONE: MULTI-FAMILY (R-3) J < g Cn 0Y AREA: TOTAL - 69.72 ACRES (PHASE 36=11.5 ACRES) W _j y\y U w Q Q 7. BUILDING AND DRIVEWAY LOCATIONS SUBJECT TO MINOR 6 7.\yN J ():fDISPLACEMENT DUE TO EFFORTS IN BEHALF OF THE ►n J > Z DEVELOPER TO) PRESERVE NATURALLY OCCURING Cr w MATURE TREES;, BUT IN NO INSTANCES WILL BUILDING r� 4 7 HIBERNIA LANE SHEET INDEX o D 0 U SPACtNG BE LIESS THAN FORTY (40) FEET. ,.d LAOv \ 5 \ SHEET 1 — COVER SHEET �p �p ,n 8. BUILDING STYLES SUBJECT TO MODIFICATION to rn rn PROVIDED THE: MODIFICATION DOES NOT EXCEED THE Z RIN 'S W \\ ASE SHEETS 2,3 LAYOUT AND LANDSCAPING PLANS m Z z w FOOTPRINT INDICATED ON THE ENDORSED PLAN Q M AY , PH \ SHEETS 4,5 — GRADING AND DRAINAGE PLANS w SHEETS 63, 9. PLANTINGS MUIST BE LOCATED SO THAT VEHICULAR /�, F I IA - UTILITY PLANS �► L` rn � ACCESS IS NO)T INHIBITED WHEN FULLY GROWN. F� tl Z cp cv AREAS THAT AIRE NOT DISTURBED DURING CONSTRUCTIO 0 2 SHEETS 8,9,10 — CONSTRUCTION DETAIL PLANS o f C "LAND" ` EN " \ y \ N SHALL REMAIN IN THEIR NATURAL STATE. ALL OTHER AREAS SHALL BE LOAMED AND SEEDED. PLANTINGS `� Z �-p`NE \ > SHALL SERVE TO REDUCE SCOPE OF LIGHTING. ,1; n WETLA ,. \ L d \ TREASURE COVE \ �^ 0 'PHASE ii _ _ _ _ PHASE III B I TYBEE LA ' OF Tr,NG LANE LEDGEMERE COUNTRY 1 `; LIGE IN SALEM, MA. PHASE IIIB � 0 JACKE_I; � 1 O �jN OF Mqs .TREASURE COVE" 3 ��P sgcy 1 $ MAJESTIC WAY r PREPARED BY: E c CIVIL REAL ESTATE AND DEV. CORP. 290 ELIOT STREET `l 6 1 O y tih 6-4 g ,p�C. arota�� rn ASHLAND MA 01721 ST V t QUEEr4(.: or+�►+- 1 �`. OWNER HIGHLAND REALTY TRUST I PHASE II I 5 "THE HAMLET" OR k SCALE 1 = 100' DATE 27 OCT 95 I ►4Vq Y I PUMP - GRAPHIC SCALE 100 0 50 too 200 400 t STATION M ti WHALERS LANE 9� ( IN FEET ) I inch = 1100 ft. i WETLAND , CA / WETLAND ' ' ' ' 9 COVER SHEET WETLAND 0 Ile V_1010 PL_ PHASE SHEET 1 OF 10 1047 - 40 S1 LINE 1 PLANTING SCHEDULE SALEM PLANNING BOARD RHODODENDRON 180-24" APPLICATION FILED v JACK PINE 4'-5' 7DEC95 RHEINCOLD ARBORVITAE 18"-24" [3' O.C.) 'f ; DOUGLAS FIR 5' - 6' HEARING DATE LONDON PLANETREE 1.5 - 2" CAL. f . PHASE IV PLAN APPROVED DATE: R LEGEND I ' ✓ / / / / �- RETAINING WALL (VARIABLE HEIGHT) - — J-QQ— — - EXISTING CONTOUR FG100 PROPOSED CONTOUR \ 0 / / WETLAND LIMIT OF EXISTING WETLAND � � 10 O EXISTING DRAIN/SEWER MANHOLE PROPOSED DRAIN/SEWER MANHOLE Q G G P ` \ \V J \ / / EXISTING CATCH BASIN w PROPOSED CATCH BASIN � I SILTATION CONTROL GATE VALVE HYDRANT Dc)C / RAIL FENCE NOTE: STREET TREE PLANTINGS O � KSI DE �. . TO CONTINUE IN PHASE 4 TO C,I - I RCLE THE INTERSEDTION OF FIRST STREET I W,, own own ® N E Nl Is \JP E �1 J NOTES I � N _ LIN 1. SEE DEFINaTIVE SUBDIVISION PLAN OF WHALERS LANE J APPROVED JUNE 20, 1985 BY THE SALEM PLANNING I BOARD ANDD RECORDED IN PLAN BOOK 198 PLAN 67 IN THE ESSEX COUNTY REGISTRY OF DEEDS. i 0 I 2. HAYBALES ,AND/OR SILT FENCE TO BE PLACED AT C D\ `� L J ' TOE OF SLOPES AND/OR BASE OF RETAINING WALLS PRIOR TO CONSTRUCTION IN AREAS ADJACENT TO A / DESIGNATED WETLANDS. -- -- -- J 3. ALL DRAIN PIPES 12' RCP UNLESS r�i I / z OTHERWISE, NOTED. 1 O 4. ALL BUILDINGS ARE TO BE UNDERDRAINED. Z Co 5. THE CONFIIGURATION OF ALL COMPENSATING AREAS c _ MAY BE ALLTERED DUE TO LEDGE OR OTHER O OBSTACLES ENCOUNTERED DURING CONSTRUCTION Q BUT THE FREQUIRED REPLACEMENT WETLANDS WILL BE Tj m\ Z Q < Q MAINTAINED AS NOTED. (D.E.P. FILE NO. 64-92) 1 I fr 1 1 Q/ ZQ U a� O 6. ZONE: MULTI-FAMILY (R-3) _ ) N fY AREA: TOTAL - 69.72 ACRES (PHASE 3B=11.5 ACRES) / cn VQ ¢ 7. BUILDING AND DRIVEWAY LOCATIONS SUBJECT TO MINOR F- W DISPLACEMENT DUE TO EFFORTS IN BEHALF OF THE II � > z DEVELOPER TO PRESERVE NATURALLY OCCURINC w MATURE TREES, BUT IN NO INSTANCES WILL BUILDING f=- � w NOW , ;r;� O l i� o D o U SPACING BE LESS THAN FORTY (40) FEET. SA RAGE SALEM BUSINESS PARK iG 1 ' _ g A t ' � Lr) 8. BUILDING STYLES SUBJECT TO MODIFICATION 0 136 �p o) PROVIDED THE MODIFICATION DOES NOT EXCEED THE U FOOTPRINT INDICATED ON THE ENDORSED PLAN m w a 9. PLANTINGS MUST BE LOCATED SO THAT VEHICULAR � � f� C D �,1i,`` — � ' p) — t� ACCESS ISNOT INHIBITED WHEN FULLY GROWN, Z CV AREAS THAT ARE NOT DISTURBED DURING CONSTRUCTIO 1 O SHALL REMAIN IN THEIR NATURAL STATE. ALL OTHER AREAS SHALL BE LOAMED AND SEEDED. PLANTINGS SHALL SERVE TO REDUCE SCOPE OF LIGHTING. 135 TREASURE COVE PHASE III B 1 �NOW ,_ `LT I r LEDGEME�RE COUNTRY I p 'STORAGE `�° D li ' y IN AREA - - � c r SALEM MA. �, 11 PHASE IIIA Q ' N N OF Mq C 1 1 1 © A /, MCLO GHUM IV N PREPARED BY: ' = 1 ` s CML � FAFARD REAL ESTATE AND DEV. CORP. 10 290 ELIOT STREET --A 13 �CIST�� ASHLAND MA 01721 MAYNARD PLASTICS ' ' _ C7 , 4 S/ot�,E� ` d 1 0 1 SNOW O p STORAG i p , gnEAOWNER HIGHLAND REALTY TRUST G o ter; I " _ SCALE 1" = 40' DATE 27 OCT 95 � o i left B G I 03 MATCH LINE ' =� � ____��� \ MATCH LINE - - - — — — — ,� — - - — � - - - - - - - -�- - - - GRAPHIC SCALE TO SHEET 2 - �— — — — — TO SHEET 2 C D _ �f� \ ,� -� io 0 20 so ao neo 1left vw A F71 F-7 IN FEET ) 1 1 ' 1 inch = 40 ft LAYOUT AND LANDSCAPE P LAN SHEET 3 OF 10 1047-40 S3 yiz� 1 { i L y' _ i I SNOW STORAGE SALEM PLANNING BOARD G ' APPLICATION FILED P, peir B ° MAT INE , �r; MATCH LINE PLANTING SCHEDULE 7DEC95 TO S EE 3 + 1 � _ - - TO SHEET 3 — ` RHODODENDRON 1Er-24" i T Y p '_ �- ® A �/i�,� '�` I 1 D�� JACK PINE a• s• HEARING DATE RHEINGOLD ARBORVITAE 1J3"-24" [3' O.C.] 1 DOUGLAS FIR 5' - 6' �,-=Ii"_ ... x-�• `. ..a. 1 1 1 -f 41-k1- LONDON PLANETREE 1.5" - Y CAL. 1 1 PLAN APPROVED 1 - C 1 ` AGE 1 �- J 1 DATE: ' 1 0 „ LEGEND RETAINING WALL (VARIABLE HEIGHT) z �� MAYNARD ` 'i �'- " ' � ' ' - 1 — �Q- — - EXISTING CONTOUR PLASTICS 1 �' 0 1� 131 FG100 PROPOSED CONTOUR � 02LIMIT OF EXISTING WETLAND N EXISTING .DRAIN/SEWER MANHOLE u T , REDJ A C ' ` PROPOSED DRAIN/SEWER MANHOLE O 9 r--- EXISTING CATCH BASIN /i — ---: PROPOSED CATCH BASIN rq 1 , — Ow t SILTATION CONTROL SO o 'w cn v 1 STO AG r D4 TE VALVE A li� 1 O HYDRANT RAIL FENCE 1 1 1 G ° — — NOTES 1 J PLAN OF WHALERS LANE 1. SEE DEFINITIVE APPROVED JUNE 20,SUBDIVISION 19 5N BY THE SALEM PLANNING R _aR . BOARD AND RECORDED IN PLAN BOOK 190 PLAN 67 1 BERM -/ E E N S V E IN THE ESSEX COUNTY REGISTRY OF DEEDS. O 2. HAYBALES AND/OR SILT FENCE TO BE PLACED AT TOE OF SLOPES AND/OR BASE OF RETAINING WALLS PRIOR TO CONSTRUCTION IN AREAS ADJACENT TO 1 i ,rl�c DESIGNATED WETLANDS. P PRK iNEss r - \ - EM 3. ALL DRAIN PIPES 12' RCP UNLESS SAL .�W / \ OTHERWISE NOTED. ORA � � , \ ` \ Z A �► 1 — _ \ O i p ,� / � 4. ALL BUILDINGS ARE TO BE UNOERDRAlNED. 'I t s� •p 'Q l,; '� 8 `�,_ \ C9 m 5. THE CONFIGURATION OF ALL COMPENSATING AREAS \ Z MAY BE ALTERED DU T E 0 LEDGE OR OTHER a t, OBSTACLES ENCOUNTERED DURING CONSTRUCTION TENNIS & SQUASH CLUB 1 � �( .9 � O / \ \ Q Z >' BUT THE REQUIRED REPLACEMENT WETLANDS WILL BE ,p�1 FO p t� U p Q MAINTAINED AS NOTED. Z 0 Q (Q.E.P. FILE N0. 64-92) 1 cr- ��Q % P i Q Z O Q y OO Qr O 6. ZONE. MULTI-FAMILY (R-3) \ / '9 �L _� / / O g V) AREA: TOTAL 69.72 ACRES (PHASE 3B=11.5 ACRES} 'A p 1 � ( . V) J 06L"G� \� �' ✓ % \ / \ C/ W < 7. BUILDING AND DRIVEWAY LOCATIONS SUBJECT TO MINOR Q w DISPLACEMENT DUE TO EFFORTS IN BEHALF OF THE O 2 / . ` / ,� "� F J > Z DEVELOPER TO PRESERVE NATURALLY OCCURING O `� \ w - y Li MATURE TREES, BUT IN NO INSTANCES WILL BUILDING \ O �:' -' /il� / / \ O D 0 U SPACING BE LESS THAN FORTY (40) FEET. \ \ \ \ \ t 8. BUILDING STYLES SUBJECT TO MODIFICATION PROVIDED THE MODIFICATION DOES NOT EXCEED THE 0) FOOTPRINT INDICATED ON THE ENDORSED PLAN _ -, / Z Z U - - W ELL � _ .. 0 /� ii n / / m Q Q w \ SNO \ _ \ \ / -' -5 Q 9. PLANTINGS MUST BE LOCATED SO THAT VEHICULAR \ N 0> J` ACCESS IS NOT INHIBITED WHEN FULLY GROWN. AREA / > v / /� / N AREAS THAT ARE NOT DISTURBED DURING CONSTRUCTIO J _ _ l SILTATION / r��� h ���� \ \ \ 0 SHALL REMAIN IN THEIR NATURAL STATE. ALL OTHER SEWER CONTROL / o \\ \ \ \ / (A AREAS SHALL BE LOAMED AND SEEDED. PLANTINGS PUMP v w a n N SHALL SERVE TO REDUCE SCOPE OF LIGHTING. TATION I TREASURE COVE I , PHASE III B EXISTING FUEL TANK o \\ /. STONEWALL _ '�_�ifri`,,,il / .___ i \���`\ y. � . I _ \ � : _ / �/��� ,(� %r11�•o+, G��((�i t - AWOL j ��t/ice y�yw✓ �; -\����. /It\ •�.�- 0I' .a �, ��; , - - , . , LED COUNTRY °EARAc . p �� �Iry` ,��� , .. ,1��� -•;;�;�`;;�,�- ;,•-,n;�` �I,� /sir moi~, ;,.�I, ,r�: i GEMERE COU TR 300 \ �` '�i�` � '?! ' \ \ %%�`\ , I� /j�` IN ?/,,,` SALEM MA � , 301 � WETLAND �O2 of ' I f `� \ • ` WETLAND--- //� pO AO I © OB I O O \ S tycLouor+luN ry 1 --- WETLAND / B — r �� FAFARD REAP ESTATE AND DEV. CORP. No. XM3 290 ELIOT STREET 303 / I J/' 1 �, Fc� ��' ASHLAND MA 01721 1100* 0 / 304 \ \ � ' SNOW ,,, ,r AREA AGE SILTATION 305 ' CONTROL ADMIRALS LN OWNER HIGHLAND REALTY TRUST SCALE 1" = 40' DATE : 27 OCT 95 COMPENSATORY WETLAND [2447 S.F.] GRAPHIC SCALE 40 0 20 40 80 180 IN FEET ) 1 inch = 40 ft. TD LAYOUT AND LANDSCAPE PLAN SHEET 2 OF 10 1047 - 40 S2 I 1 1 c� °mos i N 13 / v SALEM PLANNING BOARD 0PC0 \ 1 \ I APPLICATION FILED ,w \ 1 \ \\ DM '0tz MAT INE �I971 GF 08 o c „ MATCH LINE 7DEC95 TO SHEET 5TO 5 . HEARING DATE \ \ 11 1 � � 0 �.- �n ,�...0 -,r;.�,. - , x:._:•-._�. . PLAN APPROVED c 1 1 I1 DATE: RCB O\ i ( ' tee `6f 1ov — c+ �,38 lr \ o\ GF 14 1 1 �- i ' LEGEND 11 1 \� a { R=107 z' \ w t2"1i-102. 5 8"19652 t RETAINING WALL (VARIABLE HEIGHT) 1 G 11 •1)Q- - - EXISTING CONTOUR MAYN.ARD 1 \ \ _ ' F .. Fctoo 08 0 131 1 \ PROPOSED CONTOUR PLASTICS LIMIT OF EXISTING WETLAND 0 EXISTING DRAIN/SEWER MANHOLE PROPOSED DRAIN/SEWER MANHOLE \ ` GIF108 \G110 \ \� COPE 130__,/ DMH 12"1=121.45 / EXISTING CATCH BASIN PROPOSED CATCH BASIN G136 ; c, SILTATION CONTROL \\ \ p F �tH \ GATE VALVE 04 2"li=9 .75 8 G 11� 2 HYDRANT DCB RAIL FENCE r R;110 G13 1 126 \GF 1,k2 `\ \ GF 109� `\ \ AN, � FG13 \\ 130__ ��— NOTES \a4 \ - 1SEE DEFINITIVE PROVED JI NE X20°I1985 PLAN OF WHALERS LANE BOARD AND RECCORDED IN PLAN BOOK 198 PLAN 67 EXiST. 1985 GF 16 \\ \ BY THE SALEM PLANNING \ \ \ \-� ( '� IN THE ESSEX COUNTY REGISTRY OF DEEDS. FG13 122 ��;-�"� 2. HAYBALES AVD/01R SILT FENCE TO BE PLACED AT TOE OF SLOPES .AND/OR BASE OF RETAINING WALLS PRIOR TO CONSTTRUCTiON IN AREAS ADJACENT TO 5�1= A, DESIGNATED WETLANDS. =1031 ESS \ 1 "I=93.7. \ OVA C1 1 11=98. \� / 3 OTHERWISE NIOTElD12" RCP UNLESS r A`1G1+11 ' \ F 110 8 12� ! r \ J \ / / / l/ I // ( / z \\ \ ` R-103. I t l J J 4. ALL BUILDINCS AFRE TO BE UNDERDRAINED. - 1 ) \\ \ '9Q 6 \� •� Z M 5• THE MAY CONFIGURATION OTO ALL LEDGE COMPENSATING OTHER AREAS �� \ > \�• \ \ � 11 118 �\ � l � / // �_ Q. z OBSTACLES ENCOUNTERED DURING CONSTRUCTION \ O �FG 104 ` FG�Z6 \ \ ( I `\ �_,_._. �� l f J / ` �_ Z Q BUT THE REQUIRED REPLACEMENT WETLANDS WiLL BE TENNIS & SQUASH CLUB ' \ \ I -� /j/ 1 1 Z (n Q MAINTAINED AS NOTED. (D.E.P. FILE N0. 64 92} 1* \ F DMH 12'1=1063.00 O 6. ZONE: MULTI-FAMILY (R-3) _ ARA. TOTAL 69.72 ACRES (PHASE 3B=11.5 ACRES) \ \ \ \ \ D 12"10=i 10 f` / / / / V, Q Q 7. BUILDING AND DRtNEWAY LOCATIONS SUBJECT TO MINOR -� -� w J — _ M T EFFORTS N f F DISPLACEMENT DUE 0 0 TS 1 BEHAL 0 THE \� \ � J > z DEVELOPER TO PiRESERVE NATURALLY OCCURING /,/ \ \. i OWf7g �4 \. �/� ��! /�•�_ -�. ��` _� / / w wl MATURE TREES, BiUT IN NO INSTANCES WILL BUILDING • \ �\ _ / "�-- \� /� �/ ` �!r 1/� 7 D U SPACING BE LESS; THAN FORTY (40) FEET. \ �� \ \ \ � \ \ / _ �--- -`- ` '• �-- � NG STYLES SUBJECT TO MODIFICATION l \\ �-` -`1-- '�1 r ( �rj Qr CID co to 0) 8 $UILDI PROVIDED THE MODIFICATION DOES NOT EXCEED THE J e 1T10=96A 1 ` (� s6 ! � ` b , ` \ "— el94V� �` / \ / U FOOTPRINT INDiCAkTED ON THE ENDORSED PLAN \ \ =�1 .\ Fclo� \ ��� \ \ \ 94 15-4-100.0 ��—� �/ / /� . // m Q Q w \,. 3 ` �6 \ ( ' ! / / / w . PLANTINGS MUST BE LOCATED SO THAT VEHICULAR E \ \ \ \ `(0-g � � `1\ 9iN I I Y 11, ACCESS IS NOT I H B TED WHEN FULL GROWN. MR-- \� i /\ ' Q tD N AREAS THAT ARE NOT DISTURBED DURING CONSTRUCTIO SHALL REMAIN IN THEIR NATURAL STATE. ALL OTHER 3.7� �� / to AREAS SHALL BE LOAMED AND SEEDED., PLANnNGS L + " / O -..� SHALL SERVE TO REDUCE SCOPE OF LIGHTING. MP \ \` \ Ol� \\\ . N a _ — �� 6 FoMH cstQa / �� 12.11=ss.o \ � DC8 ir�'i=10t.6 / \ \ ,� . \� / 1 TREASURE COVE \ \ \ \ \ \ 18"10=86 4 - _ � • - H ,E-1-,(1,.2 / PHASE III B \\ M "RC=T03. 0104. GX04 ' \` o o, 1 \ \ EXI ���0 .DCB 18"1a1 ` I 1UE TANOF /oce� COUNTRY — F� _ ._.. _-- LEDGEMERE — -- � 0 � --^`-�,-- --- --- -�-- � 8 cam\ IN\ \ G 1 pz4 10=78. ---� -� \ 1 C! O 1� / �-' SALE ,B'/2,C 1085.64 . ) --_.. --. - I \, -.� ,,.� - _ (�06 o x 4 e \ 24 10=76.0 / F ( .. _ Ir wET(LAND 30 \ \ 1 D A GF-98.5 so \ \ o / s� wET�LAND \ { B / l \\\ \ a PREPARED BY: � \ 1•� D � � GF=98.5\ �� ,, I / 0 m r lMfYOU�t�UN ry m { F 1 4 \ \ \ r cnn� „�� FAFARD REAL ESTATE AND DEV. CORP. \ f GF=95. B \\ S No. 3191! tri WETLAND \ \ C Q � w � --�,. �-, E ---` \\ � � p 290 ELIOT STREET / ND MA 01721 / \ � /STrc ASHLAND • ✓�� � � � � . I DCB � �p \\ \N, 83.030� t 1 I ATION ( �� Ow HIGHLAND REALTY TRUST 3D5 LINE OL DRILL \ \ \. Cp \ ` SCALE 1" = 40' DATE 27 OCT 9b / OMPENSATO\ ' t \ 1 J \ ETLAND Q �J . f 447 S.F.] GRAPHIC SCALE 400 20 40 e0 100 1 IN FEET )i 1 inch 40 ft. . . GRADING AND DRAIINAGE PLAN SHEET 4 OF 10 1047 -40 S4 SALEM PLANNING BOARD : APPLICATION FILED A; 7DEC95 - HEARING DATE • PHASE IV PLAN APPROVED DATE: �� / / "S' LEGEND 00 / RETAINING WALL. (VARIABLE HEIGHT) \` �• - 1\ —���� �� 192- — - EXISTING CONTOUR / c `/ FG100 PROPOSED CONITOUR IN ll j WETLAND LIMIT OF EXISTING WETLAND Gf / l O / % % / ��� EXISTING DRAIN/SEWER MANHOLE II PROPOSED DRAIN/SEWER MANHOLE t I G 20 r'r, �. / G P � ./ / / EXISTING CATCHI BASIN 120 4. --N-- PROPOSED CATCH BASIN _ - \\\ I i { 0 / ( \ G 120 f / wv SILTATION CONTROL GATE VALVE HYDRANT � 161 v� / / 1 1 RAIL FENCE 04 TUB . 1 I� r' ' / ` r �H,A E� >� / o I I \ NOTES I I ' LIN GF 123 �'��- `� \\ I F�'J / \ \ �` ' / .y`L / / ,� 1 \ I• 1. SEE DEFFINITIVE SUBDIVISION PLAN OF WHALERS LANE / J APPROVEED JUNE 20, 1985 BY THE SALEM PLANNING BOARD IAND RECORDED IN PLAN BOOK 198 PLAN 67 126 / ` J IN THE ESSEX COUNTY REGISTRY OF DEEDS. 2. HAYBALES AND/OR SILT FENCE TO BE PLACED AT TOE OF SLOPES AND/OR BASE OF RETAINING WALLS /F t 12 ) \ C \ C�?� GF 123 / 1 ,/ / PRIOR 1(0 CONSTRUCTION IN AREAS ADJACENT TO J \6 I/ g DESIGNAITED WETLANDS. G 118 � I N 3. ALL DRA11N PIPES 12" RCP UNLESS Z OTHERWIISE NOTED. DM J � 4. ALL BUIILDINGS ARE TO BE UNDERDRAINED. wo0.\ Z 0] 5.THE CONFIGURATION OF ALL COMPENSATING AREAS MAY BE ALTERED DUE TO LEDGE OR OTHER t ' < U Z OBSTACLES ENCOUNTERED DURING CONSTRUCTION Q BUT THE REQUIRED REPLACEMENT WETLANDS WILL BE z V) �p MAINTAINED AS NOTED. (D.E.P. FILE N0. 64-92) Q Z 0 Q 1 0� g O 6. ZONE: MULTI-FAMILY (R-3) DCp `G 4G1 u J AREA: TOTAL = 69.72 ACRES (PHASE 3B=11.5 ACRES) FLOW F 1 0 , \ I u w < 7. BUILDING AND DRIVEWAY LOCATIONS SUBJECT TO MINOR 2 I \ W DISPLACEMENT DUE TO EFFORTS IN BEHALF OF THE J > Z DEVELOPER TO PRESERVE NATURALLY OCCURING F- � W MATURE TREES, BUT IN NO INSTANCES WILL BUILDING 0 o 0 CJ SPACING BE LESS THAN FORTY (40) FEET. SALEM E:USINESS�PARK \ 1 I I 1\ ' \ \ \ \ \ \ �\ \, \ I \ O \ \ \ \ \� t� Lo 8. BUILDING STYLES SUBJECT TO MODIFICATION '� ' 1 \ rn Z o U FOO PRIIT HE NTINDICATED ONTHEENDO SED PLAN .GTHE GF 12 � t m I \ � _ �` 9. PLANTINGS MUST BE LOCATED SO THAT VEHICULAR a) - t- ACCESS IS NOT INHIBITED WHEN FULLY GROWN. FG116) z (o —N AREAS 1fHAT ARE NOT DISTURBED DURING CONSTRUCTIO ' SHALL REMAIN IN THEIR NATURAL STATE. ALL OTHER A 0 AREAS SHALL BE LOAMED AND SEEDED. PLANTINGS IGF 112 / � � O � I 1 3 C I I � \ �jl� t a a Q 00SHALL SERVE TO REDUCE SCOPE OF LIGHTING. TREASURE COVE II I I ,8.1 9 �� DW I _ — ` I \ PHASE III B � l�r= �s � � ` F 1 8 c, O F o \ I 1 I 1 tl I \\ RR--t � \ a ' I J LEDGEMERE COUNTRY Io=105. IN I \01 MA. O SALEM, A � �\ \G , D 1 �� ` I/ F 11 PHASE IIIA LA OF 11 \ I c JAMES E. ,/. MCLOUQNI IN IV PREPARED BY: -4 co FAFARD REAL ESTATE AND DEV. CORP. F t (i 1 \ \ \ s N0.. 3 311 913 O 290 ELIOT STREET ASHLAND MA 01721 MAYNARD PLASTICS \\\ \ \ \ \ \ s \ ' \ 134 STS S/0NAL E ' RM107t `18'1 9 .7 1,YI1�,2. OWNER HIGHLAND REALTY TRUST o i l 134 SCALE 1 = 40 DATE 27 OCT 95 MATCH LINE FGF o8 I I OF 11 — — — �._ I_ _ \_ — _ �\ MATCH _LIN E TO SHEET — — GRAPHIC SCALE \ \ \ �— TO SHEET 4 \ 1\ C I — `f 40 0 20 40 80 160 71 a A I I1 \ \ _ _ _ _ 08 I f l \ \ t ( IN FEET) t 1 inch = 40' ft. GRADING AND DRAINAGE P LAN SHEET 5 OF 10 1047 - 40 S5 dI N SNOW CF 116 STOGE DCB SALEM PLANNING BOARD ' RAR=107.5 t AREA 12'10=103.25 , { \ I _ I D DMH - APPLICATION FILED A _ I ?=1071 �- � g • fli=18'1-97.7 cF 108 GF 116 MATCH LINE MAT -I INE rli=,02.79 w w soft 7 D E C 9 5 r ~V TO SHEET 7 TO S E E 7 a --,� 1 • ` C DH 9H t 1 R-1 t�.2t Y R E E LN HEARING GATE -- -----_ F 0 ® A �.. 8' i=1 5.50 T 1 14 R 1159, o GF 108 Z' g'vs 05.00 y_ 175 u, SMH 00 { Ln 1 PLAN APPROVED \ \ ' \ S 'OW RC 107.5± Z sT CIE DATE: EA 1 Y to=,03.25 X r GF 114 r DMH 1 1128-102.75 C7 �' cO LEGEND �18'I=99.92 ..• ` + A ' ' RETAINING WALL VARIABLE HEIGHT c)1 B � ch � , o r GF 114 ' _ \ a - - IDQ- - - EXISTING CONTOUR MAYNARD GF 108 PLASTICS A , TJ 1 ' Q 131 1 }r 100 PROPOSED CONTOUR 1 0 1 Joo 1 1 p 1 LIMIT OF EXISTING WETLAND B V 1 r ; ' EXISTINC DRAIN/SEWER MANHOLE J� U N l I ` {� 1 LN - "(� GF 108 ' SMH 8`I=118R E D �J /"�`j PROPOSED DRAIN/SEWER M MANHOLE DMH 12*1=121.45 0 EXISTING CATCH BASIN - _ - b ' ' PROPOSED CATCH BASIN SILTATION CONTROLWv I - _�.► \ T 0 DMH R=1041 Or r J� GATE VALVE 1 S 12"1i=99.75 i A EA 1$"1=95.17 ` 8x8 TEE CF 112 \ HYDRANT ? 01'B / ' ' ' RAIL FENCE SMH J r ,.+ \R=79.4 RISE TO 89.0t) 11 V 8'1=59... flo=101.25 1 PROX. L GF 112 T ' PROP. GF 106 TS&V130 --� \ \ � NOTES SM K R=67.86 \ t3 [�P SMH g'li -57.27 1. E SUBDIVISION S 151 =56.94 �H <, 1 SEE OEFINTITTV SUB MS ON PLAN OF WHALER LANE \ ` \ 1i-1127 I �' R APPROVED ,JUNE 20, 1985 BY THE SALEM PLANNING 15'I =56.82 R=1=94 ��r,\ EXISt. l0 11 .6 / S 13 E �RR Y_ � ` • GF 106 BOARD ANDI RECORDED IN PLAN BOOK 198 PLAN 67 1 1=94.5 <` � � \ RM 108.0E eERM �U E E� IN THE ESSEX COUNTY REGISTRY OF DEEDS. 8'1i=102.00(W) AT SMH 1 <. 8"1i=87.82(E) �� 2. TOE FESLL©PEOAND/ORFEME OF RETAINING DWALLS R=83.74(RAIS T Ob.Of) v _ 87.69 / 8"1i=77.58 11 z 4 -�: PRIOR TO CONSTRUCTION IN AREAS ADJACENT TO 8'10=72.70 MH i 1 DMH 12'I=114.8 • DESIGNATED WETLANDS. 5 P PSK SMH R=103± 3. ALL DRAIN IPIPES 12' RCP UNLESS SINES18'1=93.7 < ` �� � OTHERWISE NOTED. EM $V E l= 7906 r I f li=98.7 �; � g'10=79.06 SN W � STO i G 110 \ SMH Z 67.12 AREA DCB 103.5 \ 8'li 110.21 \ SMH H ` 0 \ 8'l0 110.20 4. ALL BUILDINIGS ARE TO BE UNDERORAINED. 15'1i=57.22 \ R=92.05 12'10=9 ` G \' 1 li=56.64 a s \ CO l0 56.78 � 8"10-79989 � � \ 8 O P / •� Z _ 5• MAY BTHE OENALTERED ODUE TON OF LLEDGE OR OTHER L COMPENSA71NG AREAS 1 M FG 104 \ GF 110 \ / \ / D 0 OBSTACLES ENCOUNTERED DURING CONSTRUCTION +' Q Z -BUT THE REQUIRED REPLACEMENT WETLANDS WILL BE TENNIS & SQUASH CLUB ' o P4 P• l l Z U 0 MAINTAINED AS NOTED. (D.E.P. FILE NO. 64-92) ID X12' \C�� - 0 a o �r TS&V e I = 45 (� (n M AREA: TOTAL - 69.72 ACRES (PHASE 3B-11.5 ACRES) \ P DMH 12"1 106.00 SMH Q Z p 6. ZONE: MULTI-FAMILY (R-3) 9 � � 8'1i=102.55 0' I SMfH G / --�• � \ / � $"0 102. \ R=193.63 FG= 00 � � \. / \ / ><- 8"Ir82.43 ` /�D 12"10=1 .10 / \ \ / J � w / (!) V) Q 7. BUILDING AN DRIVEWAY LOCATIONS SUBJECT TO MINOR \ I DMH 1 MH �- \� -1 \ J > Z DEVELOPER TO PRESERVE NATURALLY OCCURING DISPLACEMENT DUE TO EFFORTS IN BEHALF OF THE R=99.5f. i 103.5 / / 18"1=92.5 8" =88 - - w MATURE TREES, BUT IN NO INSTANCES WILL BUILDING -�� 0 U SPACING BE LESS THAN FORTY (40) FEET. � � \ ' / / \ � / /DC 12'I=107.2 \ � � � � � 8. BUILDING S"tYL.ES SUBJECT TO MODIFICATION \ 12'10=96.0 2A/ rn PROVIDED T-HE MODIFICATION DOES NOT EXCEED THE \ B La?S \ ` / 1 - / rn FOOTPRINT INDICATED ON THE ENDORSED PLAN R= 9.0 1• \ ! 12 1i=94.0 ELL 18"h 91.36 h EXIST. SMH 15'1i=100.0 Z Z w R=106.89 m � 0 , SNO 24'10=90.76 \ 8'6=90.07 U- 9. PLANTINGS 'MUST BE LOCATED SO THAT VEHICULAR I STORAG / > \ =90.19(E) \ (%i I\ ACCESS IS NOT INHIBITED WHEN FULLY GROWN. AREA ` S 8'l0- 09 DMH (0 N AREAS THAT' 'ARE NOT DISTURBED DURING CONSTRUCTIO / GF=100 \ - SHALL REMAIN IN THEIR NATURAL STATE. ALL OTHER SILTATION ` R=, ..5t t2'li= \ / / CONTROL / \ O I=$ •• 5 93'7 SMH AREAS SHALL BE LOANED AND SEEDED. PLANTINGS SEWE O / Z�\ 15 =98.8 PR.1 ell M N SHALL SERWE TO REDUCE SCOPE OF LIGHTING. 12' STUB PUMIP `�6 4 /�� '7 / \ p 8�1 893. \ dal gyp. �' ` 15"10=93.5 X 2` ?. V . GF-108-5 O Sz0 �� FSEr31 X8'10=97.20 a a TATICON s O ° DMH 00s ��- - --- --__--} G -10 / O 4%. 12'li=99.00 -- =0.025 DCB 18'1=101.6 / Y SMH F ' L� / �+ P \ 18"10-86.84 (2)8.11=90.92 L=251. 5 TREASURE COVE R=95.49 8'b=90.73 / i3•'I=84.49 DCB O \ D H ,8.3,0,.2% PHASE III B I \ DMH >3 GF=104.5 / EXISTING / R=98f R=103. --� I DCB\t 8"1=10, ' 24'I=89.39 SMP,, / STONEWALL OF I FUEL TANIK o 24"1=90.08 L-6g. S 0.01 L=121. R=97 9 /�D g \ �' s-0.010 >37. ; 0 3.0 N I ^ LED GEMERE COUNTRY \` 00 24'ii=88.17 / IN 300 STORAGE 0 . 000C o VAREA 18-/24'Io=85.64 Ive0 ' ( / SALEM, MA. I 3l�' �'�d �•\` EXISTING SEWER ,�p� MAH D A • ' 750 \ / \ TO BE ABANDONED R=106.48 I O J/ 8'f 1=89.39 0 SMN _ � tH OF ly JJ l / 6 24'10=76. R-97.Of �... \ ! P / WETLAND 302 \` ` 8"1-91.16 D A GF-98.5 I GF-100 WETLAND / c e l 0 1 // �, c .rw+cs E. �, PREPARED BY: _ Q F=95.5 \ _GF=98.9 I GF=104 I `� _ ` n y FAFARD REAL ESTATE AND DEV. CORP. 1 ' . • WETLAND -- ` GF-95.5 B - \ \ No. im's o� - J � � ©0� 1 Q 290 EUOT STREET 303 f \ ` ! \ �c/STEre ASHLAND MA 01721 . 12'10=83.0 12'10=85.0 304 .SNOW \\ \. STORAGE / t SILTATION AREA L N / 305 ` CONTROL ADMIRALS v0A OWNER HIGHLAND REALTY TRUST > �oo \� SCALE 1" = 40' DATE 27 OCT 95 COMPENSATORY WETLAND [2447 S.F.] GRAPHIC SCALE 40 u 20 40 eo 160 _ ( IN FEET ) 1 inch = 40 ft. UTILITY PLAN SHEET 6 OF 10 1047- 40 S6 I i SALEM PLANNING BOARD APPLICATION FILED pe 7DEC95 HEARING DATE -�It `'r V e� EXIST. SMH T Im111.40 f PHASE 1V PLAN APPROVED �. DATE: LEGEND RETAINING WALL (VARIABLE HEIGHT) EXISTING CONTOUR SMH // \ ` \ / / FG100 PROPOSED CONTOUR R=75 4 15"146 60 ` ` 0 WETLAND LIMIT OF EXISTING WETLAND [ I I \ GF= 24 \ ` O / / SMH 1r1i=111.611 EXISTING DRAIN/SEWER MANHOLE PROPOSED DRAIN/SEWER MANHOLE \ \ GF=l2 �,� 0 \ G =120 G ` ` \ \ / EXISTING CATCH BASIN v PROPOSED CATCH BASIN \ ` 8"I' 116.40 // / �• / r I I 0 \\ \\ G 120^ \ rION,X0.47 \ �} ` /'' � SILTATION CONTROL m�` UB / / GATE VALVE + I ©O ✓✓✓/ ♦ SMH HYDRANT SMH I1 \ \ / 8" Bi j � � / �b R=76.05 / 1lis•63.: N) GF= 16 Doc / 1 D RAIL FENCE 8'1i=70.3;3(W) \ K l � 15'1o=65..30 I ' 0 DE CIRC000 _ _ SMH / 1 ' N� , - ® • 's ' ' w' S LN P��•�,SE o ' NOTES 5VA LINE o I GF 123 / �•- 1 1. SEE DEFINITIVE SUBDIVISION PLAN OF WHALERS LANE DCB f 1 / / 1� APPROVED JUNIE 20, 1985 BY THE SALEM PLANNING R=111.6 BOARD AND RECORDED IN PLAN BOOK 198 PLAN 67 1 1 r 0-102.37 GF 118 1 C p I f IN THE ESSEX COUNTY REGISTRY OF DEEDS. 18"10=101.67 0 f A I w 13 2. HAYBALES AND)/OR SILT FENCE TO BE PLACED AT D ` L �, I TOE OF SLOPES AND/OR BASE OF RETAINING WALLS ` \ GF 112 \ C , W GF 123 J N PRIOR TO CONSTRUCTION IN AREAS ADJACENT TO © P ) �v DESIGNATED WE=TLANDS. \ GF 118 �� _ \ _ 3. ALL DRAIN PIPEES If RCP UNLESS N L 0 OTHERWISE NOTfED. O \ Z DMH p \ G P , �� ' SMH W 4. ALL BUILDINGS ARE TO BE UNDERDRAINED. - R-1 10.5± -J \ O0 0 R=119.4± Z) ' \ \ 18"1=101.12 GF 112 8"Ii=109.64 Z m 5. THE CONFIGURATION OF ALL COMPENSATING AREAS \ ` 8"10=107.46 I MAY BE ALTERED DUE TO LEDGE OR OTHER Q Z OBSTACLES ENCOUNTERED DURING CONSTRUCTION \ \ 1 BUT THE REQUIRED REPLACEMENT WETLANDS WILL BE Z N 0 � MAINTAINED AS NOTED. (D.E.P. FILE NO. 64-92) O 6. ZONE: MULTI-FAMILY (R-3) DCB o - C�� g M AREA: TOTAL = 69.72 ACRES (PHASE 3B=11.5 ACRES) r R=111.0 ��O J ` w Q Q 7. BUILDING AND DRIVEWAY LOCATIONS SUBJECT TO MINOR SMH . ' 18"1=100.52 I GF 120 I J L W DISPLACEMENT DUE TO EFFORTS IN BEHALF OF THE r =75' J > Z DEVELOPER T01 PRESERVE NATURALLY OCCURING 51=6 6 \ ( / , I ,rl w MATURE TREES,, BUT IN NO INSTANCES WILL BUILDING SNOW `/ 0 Z) C) U SPACING BE UESS THAN FORTY (40) FEET. STORAG SMH G 0 AREA R=117.0� 0 \ \ SALEM BUSINESS PARK ' , _ - 1i=107.08 L.. A B. BUILDING,STYL.ES SUBJECT TO MODIFICATION 8'10=106. 8 B O SMH 13� to to LO \ \ \(1 \ rn Z Z U FOOTPRINT0) PROVIDED T N©ICA EDMODIFICATION THE ENDORSED PLAN THE 1 GF 120 YYY GF 112 ` m Q a w c ' � 1 N LL.w � � 0 9. PLANTINGS MU1ST BE LOCATED SO THAT VEHICULAR 1 ^ ACCESS 1S NO)T INHIBITED WHEN FULLY GROWN. v+ C D , W - . v ` � CD N AREAS THAT AME NOT DISTURBED DURING CONSTRUCTIO © A 1 I, ' AREAS SHALL SHALL I BE OAMEDIN THEIR �AND SEEDED. PLANTINGS TURAL STATE. ALL R ' W SHALL SERVE TO REDUCE SCOPE OF LIGHTING GF 112 \ \ 135 � Q M N Q rn r \ TREASURE COVE R"=';DVpx �' PHASE III B 18"1=99 15 � r C)F \ \ If 6=10 .75 Nt GF 118 o;DCB \71L z , \ LEDGEMERE COUNTRY I \ SNOW R=109.5 n STORAGE lrlo=105.25 N' w C O \ N = IN - - 1 0 r SALEM MA. \ 1 o B o \ \ cn ��: GF 1,6 \ PHASE IIIA 1 GF 110 `� \ (� YC � Z \ � \ ,�N OF10 JAMM r \ \ ® A -� \ "CLootm *JN' ry PREPARED BY: CIVIL FAFARD REAL ESTATE AND DEV. CORP. (7 GF 110 ' \ s two. a�wa CCol 290 ELIOT STREET I ` 3 'o ' �C� �� ASHLAND MA 01721 MAYNARD PLASlTICS �{ ' o 134 s O I SNOW DMH -p STORAG R=107± �" ' \ ' Q \ AREA 18"1=97.70 \ OWNER HIGHLAND REALTY TRUST irr=,o2.75 � ' GF 1ls i Z t DCB ` 1 1 R=107.5 1 C Q � trlo=1012.5• ` 0 1 1 \ � _ t B O - SCALE 1 = 40' DATE 27 OCT 95 MATCH LINE GF 108 GF 116 ' MATCH LINE -- - _ - SMH - - - - ,� - - -- - � - - - - - - -- -c'6- - - - GRAPHIC SCALE TO SHEET 6 -71.34 _ TO SHEET 6 , �5"1=59.5 \ 0 �' 1105.50 _ ' ` _ so 0 20 _ .'° so ,..,......_.neo OB A R 11 2± { 8" = 05.00 1 08 � 1 GF- ` SMH ( IN FEET i inch = 40 ft. UTILITY PLAN SHEET 7 OF 10 1047 -40 S7 2 SALEM PLANNING BOARD 5APPLICATION FILED BENCH RIP RAP SLOPE PROTECTION 7 D EC9 5 I FILTER FABRIC 6" MINIMUM. FRENCH DRAIN OVERLAP ON TOP FRENCH DRAIN TO TIE INTO "' '`'" ''' "''" b Z DRIVEWAY DRAINAGE SYSTEM ' �°�•'~"••~�`��° "-� HEARING DATE 3/4"-1/WASHED STONE 0 COMPACTED 8"PERFORATED PVC PIPE � 12" GRAVEL BASE �'1 WITH PERFORATIONS UP S=0.005 FT./FT. MIN. { PLAN APPROVED FRENCH DRAIN DETAIL (NOT TO SCALE) DATE: 3' ' LEGEND Z RETAINING WALL (VARIABLE HEIGHT) ui z - - •LQQ- - - J EXISTING CONTOUR r- FG 100 PROPOSED CONTOUR g 400 Ib. STONE LIMIT OF EXISTING WETLAND 6' - 0EXISTING DRAIN/SEWER MANHOLE RIP RAP SLOPE DETAIL PROPOSED DRAIN/SEWER MANHOLE (NOT TO SCALE) EXISTING CATCH BASIN PROPOSED CATCH BASIN NOTES: i SILTATION CONTROL RIP RAP SHALL BE SOUND DURABLE ROCK WHICH IS 3' MIN. 2' MIN wv 1 ANGULAR IN SHAPE. A SIX FOOT WIDE, TWO LAYERED, pd GATE VALVE I THREE FOOT TOTAL DEPTH, TOE OF SLOPE BASE SHALL HYDRANT BE INSTALLED WITH 400 Ib. MINIMUM WEIGHT STONES. APPROX. 6" FINISHED GRADE THE FIRST FIVE VERTICAL FEET ABOVE THE TOE OF - RAIL FENCE SIDE SLOPE SHALL BE MADE WITH STONE HAVING A o 0 0 MINIMUM WEIGHT OF 300 Ibs. THE REMAINDER OF '1 00000000 00000 IIIII=1 SLOPE SHALL BE MADE WITH 200 Ib. MIINIMUM STONE. 00°0°0°� RIP RAP SHALL BE PLACED ON A MINIMUM 12" 0000000 COMPACTED CONTROLLED FILL III=IIIII-IIIII-I GRAVEL BASE COURSE. RIP RAP SHALL BE PLACED 1, 0000 00 =ILII-1I i I IN CONJUCTION WITH THE CONSTRUCTION OF '0°0°0° -- _ NOTES THE EMBANKMENT. )°0°0°0� + _ =IIIII=1 I I I II I=I i I I I=IIIII-I 0 0 0 + _ O°o°o°o° ! �I LI I I-IIIII=IIIII-I I(I I: 1. SEE DEFlNITIWE SUBDMSION PLAN OF WHALERS LANE 'o°o°o° I APPROVED JUNE 20, 1985 BY THE SALEM PLANNING H 0°0°0° MAX. SLOPE III I-I I I I I_I I I I I-IIIII=IIIII=I BOARD AND IRECORDD IN PLAN BOOK 198 PLAN 67 0000 0°0°0° 1 _ IN THE ESSEX COUNTY REGISTRY OF DEEDS. 6' 000000 BENCH AND COMPACT _I I IlI-IIIII-IIIII-IIIII-I I I i I-I I I I r 2. HAYBALES ANID/OR SILT FENCE TO BE PLACED AT CHOKE AGAINST SLOPE. MIN- 1 ` I (=1 I(!1=I I I I I I;I-IIIII-i I I I(-I(III-I TOE OF SLOPES AND/OR BASE OF RETAINING WALLS STONE MIM BENCH SIZE OF 2' / �i I I I 11111 i=IIIII I I I I -ill I I I-1 I I I I-i I I I I: PRIOR TO CONSTRUCTION IN AREAS ADJACENT TO DESIGNATED WETLANDS. 0000°0000°°� At 46 Ab A. + II I I-1 I I I I=1 I I I I-i I I I I1111=1 I I I I-1 I I I I=1 I I I I-1 °'WOO°0°c + + + . I-IIII 1 I I i I I-IIIII-I I I I EXISTING GROUND I I I=IIII[ 0 3 OTH ER NOTEDALL DRAIN PIPES . RCP UNLESS b ° ° ° I I I I=1 I I I I=1 I I_I 1=1 I I I I=IIII 1=1 I I i I I I I I_i I I I I=1 I I I I-1 00000o0c 4. ALL BUILDINGS ARE TO BE UNDERDRAINED. I-III=I c000000i •/_i)II1II1I=)IIIII�I iIIIIIII I(=1IIIIIII I1�iI II I II II-i1(IIIIII-I1LIIII�IIIUII II II II��IIIIII II II I(�I=IIIIIIIIII1 IIIIiIIIIII(III m QQ 5. THE CONFIGURATION OF ALL COMPENSATING AREAS 0° ° 11IIIIIII_ III �(III )IIII I I- (II Z MAY BE ALTEIRED DUE TO LEDGE OR OTHER oo 00 °c -IIIII OBSTACLES UNCOUNTERED DURING CONSTRUCTION 000 < BUT THE REQUIRED REPLACEMENT WETLANDS WILL ID BE0o QIII II -I 1=1 fr MAINTAINED AS NOTED. (D.E.P. FILE N0. 64-92) 0000 ilia-1 1II=I ( -1 I=IIIII=III = I Z 0 0000 _IIII 1=1 I i I 1=1 I I I I=IIIII-IIIII-11 I I I=1 I I I I-1 1111-1111 I-=I 1111-111 11-11111• < g _ 0 6. ZONE: MULTI-FAMILY (R-3) AREA: TOTAL = 69.72 ACRES (PHASE 36-_ 11.5 ACRES) J w < 7. BUILDING AND DRIVEWAY LOCATIONS SUBJECT TO MINOR W 2' MIN. 2' MIN. DISPLACEMENIT 'DUE TO EFFORTS IN BEHALF OF THE a F- W Z DEVELOPER TO PRESERVE NATURALLY OCCURING 1 8M L j I- � W MATURE TREES, BUT IN NO INSTANCES WILL BUILDINC o D o U SPACING BE ILESS THAN FORTY (40) FEET. CAP STONE 6" MIN. 0cD ca to 8 EDIn 18" MAX. MACHINE BUILT 0) rn ( PROVIDED THIE MODIFICATION DOES NOTMODIFICATION THE FOOTPRINT INDICATED ON THE ENDORSED PLAN /FINISHED GRADE DRY STONE RETAINING WALL W -5 -5 0 9. PLANTINGS MIUST BE LOCATED SO THAT VEHICULAR W �-� F=FI - - I' - 6i r- ACCESS IS NOT INHIBITED WHEN FULLY GROWN. ( NOT TO SCALE WALL HEIGHT VERSUS MINIMIUM BASE WIDTH N ASHALL REAS THAT /ARE NOT DISTURBED DURING IN THOR NATURAL STATE. ALL OT ER(n AREAS SHALLVBE LO MED AND SEEDED. PLANTINGSRO III I W SHALL SERVE TO REDUCE SCOPE OF LIGHTING. r1 N c, 1, 1 II I I�I H (HEIGHT IN FT.) W (WIDTH IN FT.) Z WE- 1 I ( - =1 6 3.0 TREASURE COVE I_I=III Q =1 ��� GRAVEL BACKFILL 8 3.6 PHASE III B II- I Q 4' 10 4.5 OF UNDISTURBED SOIL �IIII �12 5.4 LEDGEMERE COUNTRY � I N I-I I 4 15 7.0 WEEP HOLES SALEM, MA. LIMIT OF -I I= 20' C. TO C. 20 10.0 EXCAVATION I= 1/2 C.Y. MINIMUM CONSTRUCTION NOTES: _ t CRUSHED STONE �•cN OF M�4S YID- 1. REMOVE TOPSOIL ,AND LOOSE MATERIAL UNDER WALL TO FULL WALL BASE WIDTH (W) PLUS �p '�+ zlei 2' CHOKE STONE WIDTH. r� y� PREPARED BY: I I =1 I- .,,�E MCLOl1"E. IV (11 z III-III I I=I I I LIMIT OF 2. WHERE BASE OF WALL BEARS ON SOIL, SUBGRADE SHALL BE LEVEL WITH OR LOWER THAN 1 FAFARD REAL ESTATE AND DEV. CORP. N I-" 'Ll - I i=III= =III= EXCAVATION THE SURRROUNDING FINISH GRADE IN FRONT OF THE WALL. WHERE BASE OF WALL BEARS ON S ►+o, awls O y 290 ELIOT STREET - I- BEDROCK, SUBGRADE MAY BE ABOVE SURROUNDING GRADE. SUBGRADE SHALL BE LEVEL - Fc�sT���' ASHLAND MA 01721 °;':': .. '' I I - OR SLOPE DOWN FROM THE FACE TO THE REAR OF THE WALL. I -III-1 ':.;;:: .`.�.'••'. �: :. , :: ss�oML Dot `�: .°.•.. i•:::•:,••;,•� ::::: _ 3. PLACE SELECTED STONES ENSURING ADEQUATE CHINKING AND FILL TO MINIMIZE VOIDS. 12" "W/' 0.5"H" 12" 4. TYPICALLY, THE WALL SHALL HAVE AN AVERAGE STONE SIZE OF AT LEAST 2 FEET LEAST DIWENSION. 5. PROVIDE A 2 FOOT MINIMUM WIDTH OF COMPACTED CHOKE STONE AGAINST THE REAR FACE OF THE WALL. OWNER HIGHLAND .REALTY TRUST CHOKE STONE SHOULD BE A WELL GRADED MIXTURE OF BLAST ROCK FRAGMENTS LESS THAN 10" IN SIZE AND MASON BUI LT SAND AND GRAVEL SIZED MATERIAL SUCH THAT IT MAY BE READILY PLACED AND COMPACTEID TO FILL VOIDS DRY STONE RETAINIING WALL IN THE ADJACENT STONE WALL. MAXIMUM LIFT THICKNESS SHALL BE 24 INCHES. COMPACT WITH A 10,000 LB. SCALE AS SHOWN DATE 27 OCT 95 MINIMUM DRUM WEIGHT SELF-PROPELLED VIBRATORY ROLLER WITH VIBRATORY ACTION TURNED OFF OR (NOT TO SCALE) A TRACKED DOZER NO LARGER THAN A CATERPILLAR D6. 6. WHEN ERECTING WALL, PLACEMENT OF BACKFILL BEHIND THE WALL SHALL CLOSELY FOLLOW ERECTION GRAPHIC SCALE � THE ERECTED STONE COURSE EXCEED TIME E DIFFERENCE IN ELEVATION BETWEEN THE BACKFILL AND THE TOP OF 40 0 20 40 so teo DIMENSIONS (IN FT.) HELAS _n y H W D 7. THE FACE OF THE WALL SHALL APPROXIMATELY SLOPE NO STEEPER THAN 6 VERTICAL TO 1 HORIZONTAL. ( IN FEET ) 8. BACKFILL MATERIAL. (APART FROM CHOKE STONE) SHALL BE COMPACTED 24" MINUS STONE. 1 inch = 40 M 5-7.5 .75 1.25 TWO FOOT MINIMUM WIDTH BENCHES SHALL BE CUT INTO THE EXISTING UNDI- 8-9.5 1.0 1.5 STURBED NATURAL SOIL AND/OR COMPACTED FILL INTO SLOPE SELF PROPELLED VIBRATORY 10-12.5 1.2 2.0 COMPACTORS WALL.SHALL BE OPERATED WITH VIBRATORY ACTION TURNED OFF WHEN COMPACTOR IS WITHIN 5 FEET CONSTRUCTION DETAIL PLAN 13-16 1.5 2.5 9. THE MINIMUM WIDTH AT THE TOP OF THE WALL SHALL BE NO LESS THAN 3 FEET. SHEET 8 OF 10 1047 -40 S8 y Z e r L - - I 'I SALEM PLANNING BQARD I' APPLICATION FILED ��' • "r 4 7DEC95 �,�•. 2-150 WATT FLOODLIGHTS HEARING DATE FINISHED CONCRETE AT EACH CORNER (TYP) GRADE�� FOUNDATION � '' REGARDLESS OF UNIT STYLE WALL �. PLAN APPROVED ! 3 EVENLY SPACED DATE: GUYING WIRES GRANULAR p O 2" MULCH BACKFILL Opo . O LEGEND . PE •O ° O SAO O •O '., ;,,..•:: �--6 TOPSOIL O° O° ,00 O DO RETAINING WALL (VARIABLE HEIGHT) —III—I 1- ° CONCRETE - J-QQ- - - EXISTING CONTOUR i I 1=1 I I IIISLAB < FG100 PROPOSED CONTOUR UNDISTURBED =I 11=I 12" COMPACTED SOIL SOIL LIMIT OF EXISTING WETLAND —III 12' GRAVEL --d-- EXISTING DRAIN/SEWER MANHOLE PREPARED TOP GEOTEXTILE SOIL BACKFILL r, 11.34 PROPOSED DRAIN/SEWER MANHOLE EXISTING CATCH BASIN TREE PLANTING DETAIL 4 PERFORAATED NOT TO SCALE A.B.S. PIPE SLOPED °• PROPOSED CATCH BASIN ( ) TO OUTFALL ON pO 6"-12" CRUSHED GRAVEL TYPICAL UNIT LIGHTING PLAN O NOT TO SCALE SILTATION CONTROL ( ) GATE VALVE TYPICAL FOUNDATION DRAIN HYDRANT (NOT TO SCALE) RAIL FENCE NOTES 1 0 00 1 1. SEE DEFINITIIVE SUBDIVISION PLAN OF WHALERS LANE 0 I O Q \\, G APPROVED JIUNE 20, 1985 BY THE SALEM PLANNING OO ,p BV BOARD AND RECORDED IN PLN BOOK 198 PLN 67 0 IN THE ESSEX COUNTY REGISTRY OF DEEDS. \ 0 ' 2. HAYBALES AND/OR SILT FENCE TO BE PLACED AT \\ 1O TOE OF SLOIPES ND/OR BASE OF RETAINING WALLS 0 •� \ SILT FEN HEAVY DUTY DES DESIGNATED WETLANDS. IN AREAS ADJACENT TO (FENCE POST .o �- \ 0 N 3. ALL DRAIN PIPES 12" RCP UNLESS \ , O O •O 0 OTHERWISE INOTED. z UPLAND 4. ALL BUILDINGS ARE TO BE UNDERDRAINED. 0• o \ o M 5. THE CONFIGURATION OF ALL COMPENSATING AREAS O WETLAND d o OBSTACLESMAY BE TERED DUE TO LEDGE OR OTHER IENCOUNTERED DURING CONSTRUCTION PLANTED WITH O AREA TO BE o DRIVEWAY �' � Q CREEPING JUNIPER •• • \ \ I BUT THE RE!OUI NO REPLACEMENT WETLANDS WILL BE ••b E w o 6" MIN. Z N Q � MAINTAINED AS NOTED. (D.E.P. FILE N0. 64-92) \� \ I Z O 6. ZONE: MULTII-FAMILY (R-3) COMPACTED ( V) AREA: TOTAL = 69.72 ACRES (PHASE 38=11.5 ACRES) J W �Q 7. BUILDING AMID DRIVEWAY LOCATIONS SUBJECT TO MINOR ® — cn } J FRAGRANT SUMAC 18" 24" BACKFILL ARROWWOOD VIBURNUM 2' - 3' DISPLACEMENTEVORTDUE TO EFFORTS IN BEHALF OF THE Q ~ w ~ DEVELOPER TO PRESERVE NATURALLY OCCURING J > Z SILT FENCE DETAIL o :Do U SPACING BE p Cr uj MATURETREELESSUTHAN FORTY (40)IN NOINSTANCES BUILDING TYPICAL " 1 : 1 SLOPE" TREATMENT (NOT To SCALE) to to (o U) 8. BUILDING STIYLES SUBJECT TO MODIFICATION rn Q7 rn PROVIDED TIHE MODIFICATION DOES NOT EXCEED THE FOOTPRINT (INDICATED ON THE ENDORSED PLAN (NOT TO SCALE) w Q a: m Z Z W LL -3 ' 0 9. PLANTINGS (MUST BE LOCATED SO THAT VEHICULAR Z (p 0) r\ ACCESS IS INOT INHIBITED WHEN FULLY GROWN. N AREAS THAT' ARE NOT DISTURBED DURING CONSTRUCTIO O SHALL REMAMN IN THEIR NATURAL STATE. ALL OTHER T AREAS SHALT BE LOAMED AND SEEDED. PLANTINGS W ® SHALL SERVE TO REDUCE SCOPE OF LIGHTING. cy— N TREASURE COVE PHASE III B OF LEDGEMERE COUNTRY IN ROADWAY SALEM, MA. jN OF N�sgc MCLOUGH�IN Iv m PREPARED BY: 12.0' 12.0' JAMES E. G 1 �' 10.0' CIVIL FAFARD REAL ESTATE AND DEV. CORP. S NO. 31913 4 0 290 ELIOT STREET n. y 8,0' 8.0' �t�`c�S ��� ASHLAND MA 01721 OtdAt. DISTURBED AREA 1" TOP TO BE LANDSCAPED 3" BIT CONC.. PAVE. 112 OWNER : HIGHLAND REALTY TRUST 2" BINDER .44 MEET EXISTING GRADE 1 2 SCALE AS SHOWN DATE 27 OCT 95 III-1 =-1 ! !=1 I !=1 11=1 11=1 11=1 11=1 11=1 I =1 11=1 11=1 -I 11=1 11=1 11=1 11=1 I ==1 =1 I I=1 I I=111=1 I I=1 SLOPED GRANITE EDGING 9" GRAVEL WHERE REQUIRED GRAPHIC SCALE 40 0 20 40 80 160 TYPICAL CO1 inc COMMON DRIVE CROSS SECTION TYPICAL PARKING DETAIL FOR "ELL" STYLE BUILDINGS ( h FEET ) h = 40 ft. VARIABLE WIDTH (NOT TO SCALE) (NOT TO SCALE) CONSTRUCTION DETAIL PLAN SHEET 9 OF 10 1047 - 40 S9 L�,`� SALEIA PLANNING BOARD APPLICATION FILED HEARING DATE 16 )1 PLAN APPROVED i DUMPED ROCK FOR jkk 5' x 2' FOR DOUBLE CA•,TCH BASIN FRAME & GRATE EROSION CONTROL � b It(all I COVER TO BE17 MANHOLE FRAME & COVER OR CATCH BASIN FRAME & GRATE GRATED C.B. (60" DIA. C.B.) 30" DIA. FOR C.B. (6"-18" MIN. DIMENSION) DATE: LETTERED "DRAIN" 24" DIA. FOR M.H.,, 30" DIA. FOR C.B. ADJUST TO GRADE WITH BRICK 5' x 2' FOR DOUBLE STET IN FULL MORTAR BED GRATED C.B. (60" DIA. C.B.) Do w Lo T LEGEND Z1t PETA!N!NG WALL (VARIABLE HEIGHT) ADJUST TO GRADE WITH BRICK 8 8. SET IN FULL MORTAR BED zON FES-1 12" 13.1 10.1 12" 0a0 WATERTIGHT z o`N N � GASKET Do FES-2 24" 30.0 24. 1 2" - -�Q-- - - EXISTING CONTOUR (TYP.) V w`alo MIN. 0.12 SQ. IN. 3 FES-3 24" 28.3 2 2.3 12" FG100 PROPOSED CONTOUR STEEL REINFORCEMENT N� PER VERTICAL FOOT FOR FES-4 24" 29.3 23• 12" LIMIT OF EXISTING WETLAND 48" DIA. MANHOLES MIN. 0.15 SQ.. IN. FOR 60" DIA. o6. FES-5 12" 17.1 14.1 12" EXISTING DRAIN/SEWER MANHOLE MIN. 0.18 SQ.. IN. FOR 72" DIA. M MORTAR 6. 48 DIA. MIN. 0.21 SQ.. IN. FOR 84" DIA. w ALL JOINT61 0 Z 6" 6D" DIA MIN. 0.24 SQ.. IN. FOR 96" DIA. FLARED END FES-6 36" 13.1 10.1 12" PROPOSED DRAIN/SEWER MANHOLE w o 7' 72" DIA. 12" WIDE 6-1 FES-7 24" 23.3 17.3 12' 0 EXISTING CATCH BASIN �'�= 8" 84' DIA. MANHOLE SECTION OR La ir, , w 9" 96" DA STEPS- METAL END Tl2" O.C. MORTAR ALL JOINTS tL o r ID SECTION FES-9* 24" 23.4 17.4 12" m PROPOSED CATCH BASIN WATERTIGHT GASKET (TYP.) r- 1 PLAN r MANHOLE DIA.. GIVEN ARE FOR N wv N SILTATION CONTROL LL O STRAIGHT THROUGH PIPE & MAY GATE VALVE HAVE TO BE IINCREASED WHERE v PIPE INTERSEICTS AT ANGLES MIRAFI 140N FILTER FABRIC , „v HYDRANT rn 48" DIA. FOR! PIPES UP TO 30" 6" MIN. (TYP.) -.I OR APPROVED EQUAL RAIL FENCE 60" DIA. FOR! 36"& 42" PIPES 6" MIN. 72" DIA. FOR; 48" PIPES 1/2" TO 3/4 DUMPED ROCK FOR ,9�;.,..e. •:;:a e• 84" DIA. FOR! 54" & 60" PIPES CRUSHED STON �� ,i_L, 6" MIN. (TYP.)�.I• 6" MIN. 96" DIA. FOR! 66" & 72" PIPES EROSION CONTROL 3Do 1/2" TO 31e MOTE: SEE TYPICAL'PRECAST CONCRETE � C12USHED STONE DIRAINAGE MANHOLES FOR SIZES AND I' RIEINFORCEMENT SPECIFICATIONS. �y j 3Do Lo in TYPICAL CATCH BASINNOTES SECTION TYPICAL PRECAST CONCRETE DRAINAGE STRUCTURE SCALE: N.T.S. 12" COMPACTED 1. SEE DEFINITIVE SUBDIVISION PLAN OF WHALERS LANE (MANHOLE & CATCH BASINS) DETAIL RIP-RAP APRON SAND-GRAVEL APPROVED JUNE 20, 1985 BY THE SALEM PLANNING BASE BOARD AND RECORDED IN PLAN BOOK 198 PLAN 67 SCALE: N.T.S. SCALE: N.T.S. IN THE ESSEX COUNTY REGISTRY OF DEEDS. 2. HAYBALES AND/OIR SILT FENCE TO BE PLACED AT TOE OF SLOPES .AND/OR BASE OF RETAINING WALLS I PRIOR TO CONSTRUCTION IN AREAS ADJACENT TO - DESIGNATED WETLANDS. In 3. ALL DRAIN PIPES 12" RCP UNLESS f 0 OTHERWISE NOTED. Z 4. ALL BUILDINGS ARE TO BE UNDERDRAINED. �) 0 C� m 5. THE CONFIGURATIION OF ALL COMPENSATING AREAS Z MAY BE ALTERED DUE TO LEDGE OR OTHER W Z OBSTACLES ENCOIUNTERED DURING CONSTRUCTION Q BUT THE REQUIREED REPLACEMENT WETLANDS WILL BE .' Z (n Q 3 MAINTAINED AS NIOTED. (D.E.P. FILE NO. 64-92) g O0 6. ZONE: MULTI-FAWILY (R-3) L 12" In AREA: TOTAL - 69.72 ACRES (PHASE 38=11.5 ACRES) 1" CHAMFER v Q J W � � 7. BUILDING AND DERIVEWAY LOCATIONS SUBJECT TO MINOR l DISPLACEMENT MUE TO EFFORTS IN BEHALF OF THE 3-/� 3 BARS Q > z DEVELOPER TO PRESERVE NATURALLY OCCURING o W MATURE TREES, IBUT IN NO INSTANCES WILL BUILDING o � O U' SPACING BE LESS THAN FORTY (40) FEET. � 3 BARS A 12" HALF SECTION HALF SECTION GROUND LINE COVER TO BE „ IN EARTH IN ROCK � � � �� $. BUILDING STYLES SUBJECT TO MODIFICATION LETTERED SEWER" � � � �� PROVIDED THE NAODIFICATION DOES NOT EXCEED THE FOOTPRINT INDICATED ON THE ENDORSED PLAN 2- 3 BARS ID �j Q Q W o b N ADJUST TO GRADE WITH LL O 9. PLANTINGS MUST BE LOCATED SO THAT VEHICULAR I 1 IHSS "A 1,1 Zn0MORTAR BED IN FULL (!1 cD 0) ACCESS IS NOT INHIBITED WHEN FULLY GROWN. Z C"I AREAS THAT ARE NOT DISTURBED DURING CONSTRUCTIO N 1 1 2" CLEAR CEMENT OMINIMUM 0.12 SO.IN. O SHALL REMAIN IN THEIR NATURAL STATE. ALL OTHER / CONCRETE V1 AREAS SHALL BE LOAMED AND SEEDED. PLANTINGS U coSTEEL REINF. PER VERT. t. •) r7FOOT OF MANHOLE w ® Q N SHALL SERVE TO REDUCE SCOPE OF LIGHTING. FRONT ELEVATION END ELEVATION PAINT WITH COATS OF wHERED INDICATING ED LINE H NARROW BITUMASTIC 50 ALL OVER TRENCIH MIT 6-1 OR DIRECTED1.cl TRENCH EXCAV PIPE TRENCH EXCAV MANHOLE .B. e°�1 .5:1 SLOPE �:1 SLOPE w z MORTAR ALL JOINTS COMPACTED COMMON .� TREASURE COVE 1'-0" DEPTH DIAM 1 '-0" DEPTH � o STEPS- BORROW FREE OF :o•;• / U 12 O.C. _WATERTI HT GASKET STONES LARGER u' NO LEDGE OR PHASE III B cu. D L CONC STEEL L CONIC STEEL CEJ_ W (TYPICAL THAN 2" DIA. c P. i UNEXCAVATED MATERIAL OR F.S. . OR F.S. BRICK 12" MAX. UFTS SHALL PROJECT BEYOND FT. LBS. LBS FT, IN +RT -WATERTIGHT RUBBER PIPE �• J � THIS LINE OF " CU. YDS CU. YD ASKET OR SLEEVE ° 21 .60 8 4'-2 0.77 15 5'-10" 1.08 21 27.40 z ?TYPICAL) LIMITS FOR , ti 8 LEDGEMERE COUNTRY w O NORMAL EXCAVATION owe .. •Q 'L ' :+ 23.91 10 4'-10 0.92 20 6'-8 1 .28 23 30.35 �� .;e:e . z z O 26.25 12' S'-6' 1.08 21 7'-6 1.49 29 33.25 m w SEWER PIPE a-•' o o ,0 �; - L'4 ,4 _ IN 29.75 15 6'-6 1.34 24 8'-9 1 .82 32 37.63 N ' • ' 6" MIN. ) SALEM , A. 33.25 181. 7'-6' 1 .61 30 10'-0 2.18 39 42.00 _ UNDISTURBED MATERIAL .� . .� '�' -..ti:-�w `v=•" K 1 LIMITS FOR 37.35 __2_7___8 1.95 34 11 '-6 2.62 43 47.25 6" MIN. (TYP.)-.•I COMPACTED SCREENED ROCK EXCAVATION GRAVEL AGAINST PIPE 39.38 24 9'-3 2.16 35 12'-6' 2.97 50 50.75 1 2" TO 3 4" CRUSHED UNDISTURBED MATERIAL \'�H OF MSS 43.75 30" _ 10'-6 2.63 44 15'-0 3.86 62 59.50 STONE FOUNDATION (12- RSSHEETING FTS) Q MCLOUOMIJN Iv m PREPARED BY: 7 4" FOR 1.5:1 SLOPE o .LAMES E. 6" FOR 2:1 SLOPE r -4 c1v1L .4 FAFARD REAL ESTATE AND DEV. CORP. $ P40. 31913 O 0) 290 ELIOT STREET TYPICAL CONCRETE HEADWALLTYPICAL PRECAST CONCRETE SEWER MANHOLE DETAIL �s ��� ASHLAND MA 01721 TYPICAL TRENCH DETAIL T 1 SCALE: N.T.S. SSf0NAl. ' OWNER HIGHLAND REALTY TRUST SCALE AS SHOWN DATE 27 OCT 95 GRAPHIC SCALE 40 0 20 40 80 160 ILII 11177 y ( IN FEET ) 1 inch = 40 ft_ CONSTRUCTION DETAIL PLAN SHEET 10 OF 10 1047 - 40 S10 /Ly I II L TRADERS WAY ' PHASE I E . D G E - M R E C 0 U N Y 44 2' s A. L E T T PHASE 4 P H 'A S E PHASE 3 RC)AD I'T AMESSO �sw L A N N E . D . U N IT ' E R - M V E L 0 E ' N ' T SCALE 1 4 0 0' ± FURST S TREE r PHASE, 4 PHASE PHASE- 3 N NG BOARD SALEM - P ................. APPLICATION FILED 22 O.CT 86 FINAL PLAN FILED 21-5 FEB. 87 41 HEARING DATE 6 NOV. 86 PLAN APPROVED 16 APR-87 C.O. 4 JUN- 87 REV"7/8/87-ENDORSED 17—S E P 87 DATE , PLAN DAT E. 21OCT 86 IPHASE I REVISION. DATE- 13 N OV ,..86 , 19 N OV,8 6. 2 DEC.86 5 JAN. 877 15 JA N. 87, 24 -FEB.8 71 8 JUL. 87 21SEP87 ST OF I N G S ' - . S H EET ., NO. T IT L-E LIGHTING1 BUILDING DRI WA VE Y '�, . 2 . �LOCATI PLAW, IV �O.N -GRADING a :.DRAINAGE- . -3 SILTATION PLAN CONTROL L : 5 : . .SEWER � WATER :' ':. SHEET `.' . 6 ' PLAN., 'SEC. . 1, CERTIFY UNDER G.L. � CHAPTE.R,�`41', 81 X HA P A'N'l E,�,S FA�,FA,.,R D NO, AP,PEAL WAS FILEC' WITHIN �:TWENTY-- (20 :DAYS, T �R& .:LANDSCAPING , AREAS THI'S OFFICE. 8 � SNQW- �STORAGE -T 'E AFTER NOTICE OF APPROVAU,- WAS,'RECEIVED, BY�' 0 2-9, E.,L ' DETAILS A'S HLAND".'N ASS ACHUS E­TTS'.�­�._`.'_ C) ......... -77 'D�VELOPMEN 'CLERK CITY,� T, P LAN 12 't '156 -)EWER PLANS 8i PRbr- LES� f 15�, C DATE 1 7 's FA% 4047 '. 'Y 3Z 4- 000, v cQ X15c E 0 Wc-TL �s L m < 0HASE 1 001 0 0 LL_ C) Z A 0 0 7 N, z LLJ/ % qo WETLANDS ' r P1 F-: -,v�j s WErl-AAID V 0,6.00 iC 7;6, uj V '0 N 0 % �\:A A 1-5 -k UD CJ , o Nzool Ao Y 7 (D \Nv A LAN > z w 0 0 C) 0 A Uj 400 U) 4 W > a- z z W _R Z < j L D 0 uj w w z 00 z cr UJ tT Z 00 -. JACKET - 0 ,Oo 4 REVISIONS APPROVED� FOR ,� DISTRIBUTION/DATE cl 6(o D 77� 1511 087 28+o o 9 S-) A MAY_ 2 4 I >�7 Ly 7 47 71 B 7� .............­WVE E W'�B e 4 Y 0 I er 4 -7- b6 uJ 0 t! o (D c*J _w flo 0 00 LLA <z v 12T -10 4 0 E) 0 L4 m :co 00 2.e 00 0 x c j 4�- JT -4F �w- :D U>0 (V '00, Uj to U1 0 7 7' 0 p Q LN r M NI -STRtItT' 14L)WEE �j A 'Eu I tD I G, c o L20;z :(,.5 -7- 1Z A'F F*I'C' LO N T X I STI N G :�WETLAM L.,01 P E,0, M I' OF ,E D 44 4 Iro V ip 1/"001 �J- 00 '40 FEET ' '14r DATE ' 160 0 dn , .,. 1. ,-'. �; -4-r 4fo7 14 5 S H E E I N 1. OT- "Ll G'H ING oc -P LA A14D V=I\fe\4 -SALEM NNII :�APPUCATI'ON FILED .,BUILDING T;%8 'E'XIST Na DA t) rLAND WETLANDS 25,EEB,8 FI NAL PLAN,FJLED'� -ro'!-eFnv�, I V4/W-C 'NOV. 86 r D R I VEWA 50"W 11f19- 1 1%4 61 DW�' PLAN'r . 16 A PR�8 buesl tm 65. -rot 'LOCATI H EAR IN G ,DATE tAAIljm LAN,APPROVf-D', 17 -4i t REVISED;. zAm MAR jttr �A -ONE CO. F YNIV SAND ST 4' F 1047' 07 81 - - -------7---7-17 o�-- 7 ,. I � I I - :� . 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I L / - �/ 1 � I � �, ­ 11 . I . �I 1 9. . . : " 11 , t / , , ,.,..\ 1_ I ( - . SALEM PLANNIN!YOARD - APPLICATION FILED ?2 OCT. 86 . . . . . .,� . -i.. w ''.. I- j .9 1 I I . � . I . I . � . I . . � 9 . . 9� . .. I 11 w I I t�, \ I . I I- I � - � . . 9 � . . � . � . I I � � "..a k" < - z� - I .. 9 1 1 9 . I � .� I � . , f - \..;-;7- 1 1 ­ I . � � � I L . 1 - 1 � I � lto� � I_9 9 , � I . I 1 9 .. I I J I I I � . I . . . . . 11 � L � � / 99 '" . "' , I -�y I �-1 9 ) I 1 14. 4 / . . \ ,j, 9, ., t . , j ,,, a __'L�11_ . . � 19. . I i �o � I �: . 9 1 � � I I � 9 1 � I I 11 � 11 , -1 . % I . of . . 1 9 � . . � . . I , , � 9 � _/ -�� � I I I � I I � I . � . ) . � I `1� 11 9 1, '.- , / . I - - I , k 9 9 FI NAL PLAN 25 FEB. 87-, � I � 19 9 0 ,�.. �. � 9 1 . 9 � . . I I I . I . � � I I ­ � . . I - 9 1 .1� � . . �,,o I.I . .. ­ 9. I .I I 1 9 1 1 1 . �- � " \ %, I .. FILED ; � � � - I I .. .. . I I I � 1. - cf) � . . I ,­_- � : I I ;�N_ I I . 8 PLEX : TYP LIGHTIING � I .. 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CONSTRUCTION 0 N. TS. STANDARD 206. 4.0 AND 206.5.0 . cc 6x/0 (M/N.) ,/ " HEADWALL .. --y /2" (SEE DETAILS •`'c 7S I NOTE MIN. WEIGHT OF STONE EOUAL S 5OL BS. r (75 /6 0VOLUME OF TABLE P.0 PIPE AT LEAST 75LBS) 4 LOAM Q SEED p E D/2;2 MAX. WEIGHT=125L BS -�- rr--��1/ �-�1 M.D.P.W. STANDARDS ... 12" 71-611 \ i i' i I �� V O SECTION 206.7.0 .�. i' ii �� �� 1` P� /T =_ M/N. 24"TH/CK. 1 rwiN D r - 0 �0 p - r 3= �, 24" l5VO" .�, o• fPr 6,'MIN. STONE BEDDING ``�r r l --• _ - _ _ - _ - - - - - -- A VG. 10"S TONE 3/4 O /-//2 CRUSHED S TONE - I I� - I�, ` / r - --11 ` - -- / o ' T I� ' �-� i • _ _ �Li�\ �1—__:i ^1 ____ ri �J_ J.-•' �'1 D/2�2 r�` ��1 %II �r� -;i, I�= ?i _ NOTE FILTER MATER/AL ��O SHEET No . 15 ^i O BENEATH RIP RAP' _� - 9 OF cti ► -- ,�_ _i�- . - _ J �_i,- - - UNLESS BANK /S OF _ � r ► GRA V EL Q COARSE L _ '� - - - -' - - - - -- - - .I - - - � '._ :'_ SAND M/XTURE (MIN. 5 "T.HICK) -STONE RIP RAID' SIZE RANGE DETAILS PLAN VIEW l0"TO l5" OPEN CHA NNEL SEC T/ON S TONE PIPE END N. T.S. TYPICAL HEADWALL N Ts. N. T.S. HARLAN F SPIELER CO INC. Fir 10 47- 07-S FIRST P44A�� cc � _IL ZII. Tv_ WA" ' ELL Z1 I 11 1(0 cc � STREET • r rI ter 1`� ," b �,,-,.._. M F - - —-- - -- - -- - ---- � M/�f L.E3l�k i_.1 N 115 _fr •,_ _ .,_. .,:-�.,,� �Y'~ ---- - — - -- _ - wwr o DI2�GTIY EN"fi2AMLt� l(aN`.� Cz) ~^ ^ — •�°� RF-GF WCY I 3 29 • / F 3j T07 A L 29 2f0 v (. "'` / R ,•1� , 2c4.1To Ian 1-722 a 116 104 `r' FAZE. s�.Ll1fZM 60x�S ;i 1) �' ~• 1 7 / •f" �¢ F °Ftp ,/ ~�� �� ��!e 8 III 'I - , N X {2CD t IAME� TNS '., -�. i6 �� • f; r �ttti ti C, l' I,.Vr ---- BRICK CHIMNEY ft� ���� � ��r������ ••r��r � � ". 0 6 1 • ;` f MYP J,J ',REE N T III CHIMNEY p f` -- 111 r OQ� I R �� 4:1 OR 212 T WGIU0 (aREY 0 rt , '~ } , �'1- VS 12 6-1-*K7 SAN7 Sa '.` ! »>` ,�' DU MUNE GREY • Com, +�!' 2 5 O, ,♦i♦ S'¢� r`°I !rvirtl��rrrrun�� u�.nAr�rt, S s� SvI�tic e al.uE RW NATURAL REDWOOD flat TH_E SANCTUAR . Yqy., ' �. ':!372- � � o HIGHLAND PARK PHASE , Q j �Iq14 1 LL 71, I k., cY � Oft FLY1 NE t3 1 7 a s fi- d1 G uRK w Y R NOTES: ' y �T 1 I. LOCATION OF FIRE ALARM BOXES 5 SUBJECT TO FINAL APPROVAL BY Q CITY ELECTRICIAN. 4. ,1 �>>� I 2 ALL UNITS ARE LESS THAN 500' p + 1 w SALEM HIB R IA ,,.� ` w 1 FROM FIRE HYDRANTS 3. PHASE LINES ARE BASED ON A '', �f4►�.` �, g CURRENT MARKETING PROJECTIONS 'a AND CAN BE REVISED WITH PLANNING BOARD APPROVAL I� 1 SALEM PLANNING OAR D APPLICATION FILED .,� - ,r r' -s' % X tl 1 4. BUILDI(�GS 22,122 AND, 127 MAY BE cc '•� A � ti 1 COVERED IN CEDAR SHINGLES FINAL PLAN FILED 25 FEB 87 BUSINESS a ' — ' `� 5. REVISIONS INCORPORATED AS OF .K- �� � g ; t 1 + 9/21/87 BASED ON 9/17/87 PLANNING HEARING DATE Q ; ♦ i g BOARD APPROVAL. PLAN APPROVED -APS-- c., Q _ 9 �♦ -- ♦ 6 NE ••'• ' �� il r PLAN ENDORSED 4 gEE A 2 t` _ 3,, Ak _d .87 - Q T (►.., '^ REVISED 8 JUL. 87ILu -- 4 6 p y •,�• -�, 18 J UL.87 J 2 7 q ` ,'., 5 a . �+ 47 17SEPT.87 PARK .� '" l I y A ♦♦'', 1 ti, 4 2 C `LTJ 6 HIGHLAND PARK io iZ � 3 ' 21 �MA� • 4 of love 1 4 G 8 7u.i!rt{trsN� � DEVELOPMENT PLAN i 7..CIt` S M(,jLT) - FAMILY C tz-3� I - rNt�r,�ru •i ' a� C� Crrkl,- - o'� ,z: Ac,R LEDGEMERE COUNTRY 11 6\1-V 'b z 9 P.�.-1 D I N Ca S o -E "I LPIL_ t_ 1 a •• � �, o .•,�--� � 66 � R � �o� -r�--IRS � -�X- I N •., c •.THE HAMLEA z - • PHASE 2 ,. . w� s o K uI fy , SALEM, MA. Z UNITSo t, Izg &L-� 5 ��oU 4 v Pu M F7 �- �T4ers.tti f'1AFZK.Ir.-F� u l ` `TSN ♦ 3 �lrtxa s �� �.� ��z� UN4 THE FAFARD COMPANIES ' - UNITS 'o '° I7�SITY o (52•©) — ((��1���= 7.40' 's�1.f2E-- - -- — - 'z zo 290 ELIOT STREET 9 � ,s1-9 16 ASHLAND MA. r•,e ,�� „ q 23 1 3 Z¢ APPROVED FOR DISTRIBUTION REV. PHS.II r � �•''•►t. 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