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HILTON STREET - ZONING (2) fDRm C SUbdNi m t�eUS�on + PICAM r n 1 f V t. w i a c��40s. s Clu of #em, C tt�sttcl�u�l�##s ti. m b 7- 476 Fri �t Planning �trttril �f� ��'� .L' r i`t• c c it One j$ttl£m (15r££It _ CERTIFICATE OF ACTION TO: DEBORAH BURKINSHAW, CITY CLERK FROM: CITY OF SALEM PLANNING BOARD RE: HILTON STREET SUBDIVISION - FORM C DATE: SEPTEMBER 19, 1994 I hereby certify that, pursuant to Massachusetts General Law, the Salem Planning Board has taken the following action with respect to the above referenced subdivision. By a vote of eight (8) in favor, none (0) opposed, the Planning Board approved the proposed subdivision plan as presented with the attached conditions. Notice of the Planning Board's action and the reasons supporting if"are more fully described in the attached copy of a letter, the original of which was sent to the applicant by certified main, at the address stated on the petition. Sincerely, Walter B. Power, III sr,r Chairman s EX\PB\HILTONCOND C to of �5sttlrm, Httssorliusl�##s SEP3� ZZ Z 46 Ft9 '9y One �$rzlrm Gr£Btt DECISION Nancy Singleton 12 Charing Cross Lynnfield, Mass. 01940 RE: HILTON STREET SUBDIVISION Dear Ms. Singleton: The Salem Planning Board voted on September 15, 1994 to approve the proposed subdivision plan entitled "Definitive Subdivision Plan - Hilton Street, Salem, Massachusetts", five sheets, dated August 12, 1994, revised September 13, 1994 subject to the following conditions: 1. CONFORMANCE WITH PLAN Workshall conform to plan entitled "Definitive Subdivision Plan - Hilton Street, Salem, Massachusetts", five sheets, dated August 12, 1994, revised September 13, 1994 prepared by Eastern Land Survey Assoc., Inc. 2. UTILITIES Utility installation shall be reviewed and approved by the City Engineer. 3. CLERK OF THE WORKS A Clerk of the Works shall be provided at the expense of the developer as is deemed necessary by the City Planner. 4. BOARD OF HEALTH The Board of Health recommendations shall be adhered to. 5. COVENANT A Covenant shall be filed with the Planning Board prior to the release of the plan to ensure completion of improvements required under the City of Salem Subdivision Regulations, and as required by this approval. Such Covenant is subject to the review and approval of the City Solicitor. 6. LANDSCAPING CCrr,, a. Trees shall be a minimum of 3 1/2" caliper, planted 30 feet on cenkq ZZ 2 y6 P", 9� Ci; b. Trees shall be the responsibility of the developer, his successors or assigns in ^;s accordance with the City of Salem Subdivision Regulations Right of Way Improvement Policy. 7. STREET LIGHTING Street lighting installation shall be reviewed and approved by the City Electrician and Massachusetts Electric. The street lighting shall be the responsibility of the developer until such time as the City accepts the street. 8. STREET NUMBERING The developer shall contact the City Assessor to determine the numbering of the to be constructed homes. 9. CONSTRUCTION PRACTICES All construction shall be carried out in accordance with the following conditions: a. No work shall commence before 8:00 a.m. on weekdays and saturdays. No work shall continue beyond 5:00 p.m. There shall be no work conducted on Sundays or holidays. Inside work of a quiet nature may be permitted at other times. b. All reasonable action shall be taken to minimize the negative effects of construction on abutters. .Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction. c. . Drilling and blasting shall be limited to Monday-Friday between 8:00 a.m. and 5:00 p.m. There shall be no drilling or blasting on Saturdays, Sundays or holidays. d. All construction vehicles shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on roadways as they leave the site. e. A back-flow preventor shall be installed at the end of the existing Hilton Street to the satisfaction of the City of Salem Engineer. f. The developer shall be responsible to provide a functioning drainage system from the catch basin within the cul-de-sac at Hilton Street extension to the terminus at a catch basin at Calumet Street. If the existing pipe does not function to the satisfaction of the City of Salem Engineer the developer shall be responsible to replace the entire pipe with a new 12" pipe to be approved by the City Engineer. Once the pipe is functioning properly, the developer shall submit a report and a certification that the pipe is operating properly. Such certification shall be formally accepted by the City of Salem Engineer. A copy of the certification and report shall also be submitted to the Planning Board 4yd the Department of Public Works in Peabody. [C 2 46 PH CITY C, g. All construction shall be carried out in accordance with Rules aad Repiditiodg S of the Planning Board. 10. PAVING The developer is responsible to trench patch over the portion of roadway which is dug up to connect utility lines, then edge to edge overlay the entire length of Hilton Street. 11. AS-BUILT PLANS As-built plans, stamped by a Registered Professional Engineer of Land Surveyor, shall be submitted to the Planning Department and Engineering Department prior to issuance of a Certificate of Occupancy. 12 VIOLATIONS Violations of any conditions shall result in revocation of this permit by the Planning Board. This endorsement shall not take effect until a copy of the decision bearing certification of the City Clerk that twenty (20) days have elapsed and no appeal has been filed or that if such appeal has been filed and it has been dismissed or denied, is recorded in the Essex County Registry of Deeds and is indexed in the grantor index under the name of the owner of record or is recorded and noted on the owner's certificate of title. The fee for recording or registering shall be paid by owner or applicant. I hereby certify that a copy of this decision and plans are on file with the City Clerk and a copy is on file with the Planning Board. Sincerely, Walter B. Power, III r• . Chairman EX\PB\HILTONCOND REQUESTED WAIVERS HILTON STREET DEFINITIVE SUBDIVISION PLAN Requested Waivers Recommendations A three foot planting strip required - 0 requested Recommended Sign advertising the Public Hearing Recommended EX\PB\HILTONCOND RR 1 -fly �{ 'i �`Y� � •6 M � �r � TP�! C♦ t r-�.h• �y,T r .- w- -�---� J lit. 1i �,�ayti�J c . • � i<V i '-�.�, ' .k ��� � a � � � �"� �Y 7 �y �w � T 1IyJ �i" �K -yq, � Y ]� IN�- '� �' � J. l � t � '� . � � ''." ..' O � - } ,.F. � r- . �� _ � �_ -_ _«,-- -- - ---a [[��11 1 pl�, y t '%� , � �� �A� _ J- •� • r �_r a.,r .. i � yiP:,.r_i+fir - .� ` , � � � � � 1 �' A ■ ■ -f 6 ■ { 3 :L� . 9� 't e ' 02544D8t. 059 POLA,RY;Iu" ��� � ` �`'. `` , .F`�: :�� - r �, . -� - � . _ , �_�.�- ��, .;•" " �• 1. �'_.� 'x�' Lti � Y _� ..r�N, � s'+'YiJf' �a i., � e ��,,`` 'tia- � -e^ � � � ^ a �:� 1'�.. r � c ` , i..>� , . .-..�% 0254408 %. 059_ �� �4����t I� � � 1 w iii '"'���� 1 � � t 1�'u' y , �H�� li�' f�- �; vry �i1f� ��, r r ., —f c . . � t 02544084059 POLXi2uii". '�v .•�RE a TM4' y'r � .. 0254468465 ° POLARui'w a'eF'* •�t trp • t 62544084059 WIN §¢� �, . \ .�� � - ® �f��� i . - *�•� _ 2544x084059 POI ARM- CITY OF SALEM Wii give a public hearingBfor allllinte'ested par- ties on the application of Nancy Singleton for the approval oka Definitive Subdivision Plan for three lots to be located at Hilton Street, Map 10, Lots 164 and 169.This hearing will be held on Thursday, September 1,1994 at 7:30 p.m.,One Salem Green, second Door conference room. This hearing will be held in accordance with Chapter 40A of the Massachusetts General Laws and the Subdivision Regulations of the City of Salem. WALTER'E. POWER, III" - ' August.16.. 25, 1994 Chairman {- y SN31307 1 PLAN NOTES „ 1. SUBDIVISION PLAN REFERENCE PLAN BOOK PLAN 20 $ -� - 2. THE HOUSES SHOWN ON THIS PLAN ARE DRAWN TO SHOW UTILITY LOCATIONS ONLY; THE LOCATION- RELATIVE TO PROPERTY LINES MAY DIFFER. 000\0 \00.19 wE�'��NG o 3. SEWER SERVICES PLOTTED FROM DATA PROVIDED BY OTHERS 0. k 0. *61 \� � °�' 4. HOUSES, STREET LIGHTS AND SERVICE PEDESTALS SHOWN ARE CONNECTED BY UNDERGROUND WIRES OF ELECTRIC, TELEPHONE �\ FIRE ALARM AND CABLE TELEVISION. Lli wso w \ 5. PROFILE OF WATER MAIN ASSUMES INSTALLATION AT 5' DEPTH, urrily Pedestal SQO 0 n/IGENTILLE 6. ASSESSORS MAP 10, PARCELS 164 & 165 1VJeo� a�G411 ll.l �w CA TCH Gran. I HEREBY CERTIFY THAT THE STONE BOUNDS Q BASIN Curb ltJ LL1 DWELLING NO. 2 •J ARE SET AS SHOWN. co r LLf Rim =108.24 m CF , D WEL L ING GARAGE . N0. I6 'fco 065 �m ; HYD. WG NWater ' N ► � ' \ Service N r CHRISTOPHER R. MELLO PLS oy N 650 05' 37m k{/ x U P. OT ' Y � � WG _ � 179.80 � ,. x w _ I 41� S 8" WA TER MAIN _W W d. 2 9.49 1 1 64.00SMH S 8'SEWER 00 SMH -- — S SVer/, ServiceDMH�; Gray Carp _uiiiily I ON STREETPedeslolSCB SMH Gey uP S.e. 5' 37" EInv.=100.46 oI6h � Rim=//3.99 .00 CB \R_230. 75 Gar. DWEL L/NGDWELLING No. 4 q W LOT X aZ n/I DEN TREMONT 120.00 tER�INE FR FILE EX/ EXIStiNG CE Sr/"G 8� SAN/TAR SEWER AS BUILT PLAN OF 5=0.02. 110.00 � HILTON STREET L 0C TED IN 8' WAA TER MAW / z 0 SALEM , MASS . i N F- / z > PREPARED B Y w EASTERN LAND SURVEY ASSOCIATES, INC. V.2„FORCESEWER W Wo ° N b CHRISTOPHER R. MELL 0, PLS 100.00 104 LOWELL ST. PEABODY, MA. 01960 z (508) 531 -8121 1 " ' SCALE: 20HORIZ. AUG. 10 �0 „ 1995 1 — Q; — 4 VERT. uj PREPARED FOR jrn 00 NANCY SINGLETON ' h � o o BASE = 90.00 0 20 40 80 120 160 3+50 3+0 +50 2+0 +50 1+0 +50 0+0 STATION PROFILE HILTON STREET - F 10119 j� - _ d I 1 1 • j , S T1 f r � EM.GENERAL NOTES ��' F� � Qh/* rs Pt �. '` _5��-� `- --'- {✓a - - 'C ami` e ��r2te { • r >_ 'Y /�% �� Park"t �q?/ 1 /L N 7: T�'"' - `�- 1 1 i; .. •�, I -. 1)Cr 35 _ a ) p Ccs 7,..1: •r'.. R Ir'-.�nrh\, \ R '��' Y`� )• ti-• \e�• \ + ��'^ I, -�.. ' Sh I /23r.• ` .�` "- \�� -`. _.•�.. `t. I cf' \ 1.. �:i;: / `:;E.In•..+ds '-c. a � P i V,.��. r ezCm �` I -��1• s-�fi�1 �I.`\ �. / y"� �''q .,.,,_t 'a I `;i ,. oPr,ing Cr{nter:: 'M,d(�k•M! 'p: 1' .� �.•l a.-� r.,.r S�{i;ef5';: 3.- r- ` '.4. .. 4�'A r ;+ �.". ;��, ••<� .• J; �•... 1 w J• .�.I�- Y*.-=•, \ .E, l ,\ 'T.SC 3' 1 THIS PLAN IS THE RESULT OF AN ON THE GROUND FIELD N, . , rurs ' 1 . 1 t / SURVEY AND PUBLIC AND PRIVATE PLANS. ,W �Z : •t :r �-az �>;.i,; %.C•.'""'� \ ;Iii /—i ��,_ 1.4--.� \ Pf t27t ;.�,r/��'.,S_II 1l" • ,,.r", �M1S Y ,. .... Fenwick `1J JiP Int 11 I 1 1 � r � P r, X:7 �t��nwood �\J ; ,y �� n �sr f v l/, •_( ,y,. \1i' u.' ti: { cr�1, _ .I Hieh Schptrk N e SMH _ _ ( a c ',� lyE}C :*._ PROPOSED SEWER MANHOLE 2 UTILITIES SHOWN ARE BASED UPON FIELD SURVEY AND — � �. rr�. . co 2) ! 1� 1�b«�d� e, ,,� , , - ,. a - e DMH PROPOSED DRAIN MANHOLE � ,y�� 01. �. ,o ��; , i / �: / q,_r.:::- h s s - -1 Wit_-_ 'L_a^ "� ` c RECORD PLN N - A S AND ARE NOT NECESSARILY ,� ,,.w _. . , �' � �� . .- -- -._ : : _ =-- _,. ._ ,. f NT�AG`+kNtt�E -�;, , •-�, ,p, � .L. � � _1 1 . , �;;z - �� r l � � � o CB L INDICA TI VF OF _ r z5 - _ �L PROPOSED - - _ i \L :>` ,'y w CATCH BASIN �_. pbWN, \��roict - \'-_skn�E'' \ i� �,,I - aBatr. Q PROPOSED HYD UNDERGROUND CONDI TIONS. _ D t, i'rt J phv f, tars 'n ; 1. -:_ I �' j r �� •r HYD PR RANT -a-�• ?1N#iERCFTA?YGt-_ Sr � l t .��eR.ePry I/t� � li I `a f ..� , f't `s }:.•� ►� WG PROPOSED WATER GATE E3 Ux�Or1, '� */ xM , 1'�\�Q. 1\ ;,/ ,: .�:/ `�N rnAry'tT�' ��-2�_.t 1 � ��y` �'. �,I'p raCnlTW'1 ✓(�,' \(• .r -y,�// ] �• •: - '=t.,=`-+ .-- '; ..tnrr,•.gn--� Mill`.gip.;�.�t 'r. �i;: tSrh r �. rA"anfh�r_,/a "'`•�\ r �M.rt`h"'�'.,7fi R � m�_ ID .. I,,.' • / :�;: ;.,„'r•. ; r ,;<r r,� .��� \ � ;��'- � 100 PROPOSED CONTOUR 3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND .:<<: �. , 2 PROPOSED SPOT GRAD o •'{ :O.' , - E ,nl t %-_� i� 't-'+'..�-. ,'�K'CLt-'-_ ;_1:b1''/ ...:: - � r..--:.,,, ., _ P•+�,.h;, � _. ,—. �� , �/. 1 .'�2��;1/`\�'� >.` / � .�. .'.. '!/ ._` DETERMINING THE LOCATION SIZE AND ELEVATION OF ALL ��,r ��D, ..rY�?: ,::�, = _-_ .. •..:�, . ,; : : � :.=K� .�z� ,_ , � _. _ ,\ ,.,. _ ,� ',, >�. ,�;, ,,•';,✓.1\;�\1 � ��,,,�q _: � � J 0�4�' a�o (�,"•\ Ws ,ko SMH XISTING SEWER MANHOLE EX/STING UT1Ll71ES SHOWN OR NOT SHOWN ON TH ESE PLANS, � r , r Srh � \ + LzE=; ► y EXISTIN AI y y o DMH G DRAIN MANHOLE _ _ ^-`-� . .•' ;,: �.�< �"� '. \ '✓�tl'>E�itz� .. ... .`, _ �-ha z`yX„ r ) ..� ux� 7� � l +�P rRIOR TO ANY CONSTRUCON. THE ENGINEER SHAL _ BE NOTIFIED , ` EXISTING CA C_ CB T H BASIN . , .p .�• : ��- _� V�- .-: ��-t----.�4.itv, • _:___ , _ ' -'.,;frta.,;,? -`1 ,,��,Y, � h�/�I s.• sT: \� �- � ��i'� -� !� � � \;;� '�•IN WRITING OF ANY U77LITIES FOUND INTERFERING WITH THE _ _-4 TA'R, 'D <•Sla s,w'LN�,� ! J - �Y�' . ' :: s ' ''. . 1 `1� ;/ 1: I :.` c4a HYD EXISTING HYDRANT fa - a*, �c z.. / .( \ c ', v��v: to ✓ 1 ,y e \„ L'..�,f� ' t t z./[M1 „ ', •F,•`' " �/ \1 F^.e .. . .- S, I/, 1. PROPOSED CONSTRUCTION AND APPROPR/ATF REVEDIAL ACT10N II, h r. } ,:z a �nrs�� �' ,-: r EXISTING WATER GATE �3? \ f c ht,Yotn,<. ... '� '1' -i-r yy.�r e/{1e' r `�. .�, � r ! . %' �.. �:A < WG n ox le r r t •tl, � Y y 100 BEFORE PROCEEDING WITH THE WORK. >, - �' •+/:r ark= _ r r_S h R' ��, z� -- — EXISTING CONTOUR <� -Yys - .o r. .� SoLtf \ LEdg§' fes° tit \\' t - ",1. ,'.-..a, \> fl"s=,. {' Park: ' 100.00 :� r,- � - EXISTING SPOT GRADE ,,. `,.. f '� ; - ' , �: • .} --4 / �< ✓'. '//'•:.�/ I --e}'�,` �:.�.:. / I�i 0" fix' ____ }—• � ��� ti� j \. 1 > J y,• �.-�a ,s„ y; avC �. > <:� 4 si T'I €;'2vte1 -0- s�, ; k; . , :,_ ! �� t$l,r UTILITY POLE 4 THIS PLAN IS BASED ON THE REFERENCED PLANS, DEEDS ` .� • ; �I _f [ > _ j1 i1 '' .` 4.. :k/, (Cch•;_ 1 .: ..,'4: - di r \�:. \'r ALJ `. . . ,. - ^: 1 N_ 5•h ,. +� s � RETAINING WALL C l ,\_ N..•: a!' - •./r ±,� , .0 3, r,,, .. '•h\'BM 9A� y/.'\\'c i � �_..! , ,. . AND 77-IE RESULTS OF A FIELD SC,/RVFY AS OF THIS DA TF. - \ _ - - '1 ♦ • moi, 1•' l u. �' w .p'. -EX i ti �t -�a `�� � , 'c b B ,;- &�,--�� ./-,� _�cJYa, !'c � , } p � •''.^.�'�� �• ,�"��4t'' �' :��\ 'L/ S �^(cK \\�.• ( {i o'I .N. ,,t- .� .•�, .1 'Cern' � Sch�� �, V"� '�k�� ::�•. i. � '�� /^Et ' r. I ,.Q, ��� �. - . - .� a ., ,Ar� ,� ,� I ,�-.. ,,� -e 1 � STONE WALL _ '` _ a .• . �.�2. '\� �'p , ''. �i c ,'•A, ,3,- "a't..k�� .�ty�!✓j„ � i' �J,I�\� ..:�� �Bnw 'ti•.h.�:.. •�, ��I• _ Ai,. J.':_. `,.:�_..�__:�.- �_ NO CER77F/CA TION IS INTENDED AS TO PROPERTY 7777-E - - _ CURB • r �” ./ .: `,�i r+J \\.J... '�- -, t.� 11 �:• V -�.:� �� O AS TO E EX/STFN UNRECORDED _ R TH CE OF UNWRITTEN OR : .•�= '->> e�ainam c�rl][�, FENCE 11 t. _ •1.- .Fire\ C: C:, /�,. ..�..� _��. ,'+..� 3�'b •F,:en �1 /• ';1�' r x x Pd ''-- i Fi o., - .�- •�® , h/-� :' ' ,� j T/�• �' /: tet' a. '1' I EASEMENTS. -. v t.vN,r. 3�uth hfemerrlal• j{ht1P�[1x1(' ,t }y'a�`; ./�1- F; 1 +`�*' r :i \. /, �Q,o�..1:�\,.. 4.r;� r J _ -f.�: tIL. ,{ (�J � `vr��Yalei .C� - a / ` 1 - � ,1 IT !'' y..G •t 9S ,V .)ltrl',. / _ .!' - •.�' ''..l(.'1 ank ii�,: r -- r;'Q ? •''i :S;'i�' 1 `I.It - - � _.u. �+-"�+� 6-' _ •r� - :y �ra�� - {�/{/'ice +2';i,^ .\r.� �'•��;1 'v ,��_ `j'=r.�:-t' ��.F-j•� *1 1'tr' ,,.1 r; / �. r i ,YC�• .!� :'fi } .�• ' •r` r C:• L, - O' �� 0, � :�♦ .�;u .�\e y^,cr n T i m elr (f unr7 .gyp �:' \ .: Cl)^n =. f \ '/l, I� •.c. � „� .� L`-.i: i/I •3r F~:• �� r •als!rj � � 1"i .. i .';�\, ,..t._ .r -��v�z-� /�. t•+�:1 �. .n,.: 1 ..vli \SS bs " r - o \, .:' / � �\\/I, �,\. I ,�__ ( * ,-u to�_ �t S r :til y!' •.1, r -�� "`Is �, \ .\ ,, ": - �•,>. j' .•".. . .a, :. _ ..�!^' r".. .ti't � ,, +f Ft1D5'(n o t':' .�R tiN N - ��t FGA .�PAIMf ZONING DISTRICT ISR 1 � � �' / , = ,?�o•w �� i �� K INDEX TO DRAWINGS r `\ __--._{\�.•.� A'. � �' •' > Y� c ,c t .,� -� .-1.:... __s;t+} _._ - a -,•r-�`-, r-_ •.d� \A- c , _2' �.' �=��.-\ '•-1 .,r;�-� i ..._.-3 _ Z_ -, v e r:-.. i� ,y t". .� �'y •� a�l > � fir' �. )!J�4�i 1 �r' 1 l`-I- � ��. - �l •t 1 li,'�' /. y• G�\•' �..1, i�: i,)M.'r�.- h :7. I' _ of -:\, , \� .' y ` , _ •• •+ .L.• , .,r.-! -.(3M;f SHEE r. 0 0 F ;<�� T 1 KEY MAP MINIMUM LOT AREA 15, 0� S z ,: � _ SHE ,f� ET 2 DEF/N/Tll/E SUED/VIS/ON PLAN LO W/D 100 FT ,� , MINIMUM T T(7 7\ :.t ti �; �i :i� -1_' I � 1 -i' "1 ` \ -�,+_., •IG''�-' •4. .� �� �•+ s1.9i.�`.c � fyl�' =��'F�'•,1: �tM._: I >. .,_. I - t.. 1 \iy 1�tW:C65 '+ �!� I.::_- FC e[•f,...J. SHEET 3 TOPOGRAPHIC PAN �� f , � 'ZI? 'ezbcd �' MINIMUM FRONT YARD 15 FT =_ : y rt 'f , :� �_ 1 ' 'pesetiar/�� 1 tt /1(�` � � �:� 4 s �sr �i r2 ` `q 1f•.�. { L :� __ ; _ z �� o , f: 1� SHEET 4 MINIMUM SIDE YARD 10 F?� ,r,. �� 'h ,\ '' ! ' �y AT ? PLAN AND PROFILE A V :�� - 1 �Frnm•n q- . C �\ : "� 'St AInn9�'`. �S ' r. 1-: --•Jii _ d r- , rl :: \ '� 1'. � �\ ,\ .�.((r, .l, .,, - / �TATBrnttit;4i�as' SHEET 5 DETAILS a MINIMUM REAR YARD 30 F'T �•' / F .r.•. / �.SLNSFr :j 1. /: I 1'. c. i,. S off C'aurse Q ,f•r tt (\ � :I- .r3�rrtl \� 1 P �� 1 .�r �.• '\'.0 I` b'\\w, HLA(Vl1 PARK\, t� \ {S' _ i - l ' :�. � ter`. R�oY.'tt R - ,��rr79+v �- ._...�t_-.J -i�:� 1 -`�-,•. -_ 4^ ',f .:1 •I _ �.` , > '� `<`,,,..\ ;d.. `'1.\, G�> �\k •\I - J W' { / .,. , r.:.- ---r ...' Y/ •-.. .•. ,=,\ �� �Yl lC � �'!:� ..�- 1. '� ",�r� .� /�� SITE IS SHOWN AS LOT 164 AND 169 ON SALEM ASSESSORS MAP 10 LOCUS RECORD OWNER : BARBARA SWENSONf TWAROG & ! CARL R. SWENSON, JR. LOCUS PLAN DEED REFERENCE. BOOK 10996 PAGE 391 1 : ,25 000 DEFINITIVE SUBDIVISION PLAN HILTON STREET SALEM , MASSACHUSETTS KEY MAP FOR REGISTRY USE ONLY Prepared For Prepared By. NANCY M. SINGLETON Eastern Land Survey Assoc., Inc. 12 CHARING CROSS Christopher R. Mello P.L.S. L YNNF/ELD, MASS. 01940 104 Lowell St, Peabody, Mass, 01960 (508) 531-8121 APPROVED UNDER THE SUBDIVISION CONTROL LAW SCALE I HEREBY CERTIFY THAT THIS PLAN CONFORMS (,DEBORAH BURKINSHAW CLERK OF THE CITY OF SALEM, MASS. AS NOTED TO THE RULES AND REGULA110NS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND APPLICATION FILED: °� 4 t OF MASSACHUSETTS. RECORDED AT THIS OFFICE :AND NO APPEAL WAS RECEIVED DURING FINAL PLAN FILED: THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF 0 20 40 80 120 SAID NOTICE. HEARING DATE: DATE C r st60er 'R. Mello o Clayton A. Morin AUGUST 12, 1994 PLS 31317 PE 30969 PLAN APPROVED: F 10119 D EFINI T1 VE UBDIVISION P A N 0 F HIL ON S7 EE IN REVISIONS SHEET � OF 5 r II ii / Frederick Street Realty Trust la O'Keefe James J. Britton Jean T. & Alice James J. Hunt F . � Tek LaBelle rederic W 420.44' eel �evyt`y 3 0 401 ROAD Truest �..._. VP o N 118,11' �'\� 6�Q UNCONSTRUCTED - SEE PLAN IN BOOK 4247 PAGE 453) Z N89'35'29"w off, ADO 3 nh'� R � , P� 0 282.84' N89'35 QQ '29"W �O N N S89'35'29"E 5� 213.50' - - - - - - - - - - - - - Z 69.34' Q ( 4000, 2 �/ LOT Z E E 15 , 01 9 f S U N ^o b Q A O ¢� 2 0 LOT Y o 15 003 + SF • CQ CN S6sb O p CN ip N I p m a * R 50.00 9 o •moo Q ' ^�h) o° L = 223.82CL o w po � Q' f ^ NC J o� • A 40 CV a 44,1 C o i s . o' v S RUO 1Y Ir ; 0 �0 LOT X �9� o ��� 7-0 = SF1530502 ( m s6 40 00 ST E3 DENOTES STONE BOUND TO BE SET BY OWNER sbs- 1/04- 11.00, /0 11.00, DEFINITIVE SUBDIVISION PLAN -%V ole. SCI �- �' HILTON STREET e iq' SALEM , MASSACHUSETTS �o DEFINITIVE SUBDIVISION PLAN FOR REGISTRY USE ONLY Prepared For Prepared By NANCY M. SINGLETON Eastern Land Survey Assoc., Inc. 12 CHARING CROSS Christopher R. Mello P.L.S. LYNNFIELD, MASS. 01940 104 Lowell St. Peabody, Moss. 01960 (508)531-8121 APPROVED UNDER THE SUBDIVISION CONTROL LAW SCALE s I HEREBY CERTIFY THAT THIS PLAN CONFORMS I,DEBORAH BURKINSHAW CLERK OF THE CITY OF SALEM, MASS. 1" = 20' ' TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND APPLICATION FILED: OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING FINAL PLAN FILED: , THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF 0 10 20 40 610 SAID NOTICE. DATE 4 - HEARING DATE: riatopher;;R. Mello; Clayton' A. Morin AUGUST 12, 1994 PLS X1317 PE 30969 10119 01 1 9 PLAN APPROVED: REVISIONS SHEET 2 OF 5 µaa 1 S.. j • r eet — � i°o ----- - - - - - - - - - ---- - - - - -- - - -- - - - - - - ---- -- -- ----- - - - - - -------- - } OZ ,, der �s - - - --- --- ---- - ,_ Fre .fir Re°qty -` _ K'°A FRED`ERI _ -: _ l s 100 S °I '; 112 Jaffe I , 90 110 114 0 i rn 0 � Q- � P�1 ► ' I / � io � / Q i C9 Dr I '� / q) . ton / I 96 I / .,A69 J' 9 I I. / I o , Jai' 2 i °I I I N I _- / (%%4 ( I o e`e X I I I POSE 1 \ W \�Al 0'Ke O � f ti N .�ekla I I I I $ - / I I I Iti z 0 . pOE \( I I p W tih ,3 -oRP�� I I f .�, m Q) Q N ` J � e o pfa30 I co W Coco, o I ' �° w W 813 z�. mo CID T 12 ate. �`` z o`� \ m c� (o y��' ( ,� - - F7" dD a; W co 00 -A � mCD I N Z ' 0 ti p 1 I I i I I v z m0 o / I I DWELLING W b1 U, COQ No. 2 W 1 e. I \ / ► Z ILA z -� 3. Av GA RA GE Z ; ` K 90 / \� i i , a WG HYD. 70 rt:Ly v —• � ' q� - - `� � I I J. � _ .�Cc3NL. WA.'LK• z x-i ,x x X 0 / lam. I 1 I I STREET . 96 05 /p6, 1 I \o�,` �2� EXISTING 2" WA TER W 3� SMH R=116.48 fl i SMH R=116.50 ----- I= % —I EXISTING 8" SEWER �``� S Q I ' /=//2.2 DMH 98 I R=117.15 Ed e o/ Povemenl 61 Fjo I / I �, ► ` I TYPICAL CROSS SECTION r d i CB R=117.65 L E G E N DPROPOSED SWALE — S/0,71R%oro Conc. Woll CB R=117.72 not to scale P ; o SMH PROPOSED SEWER MANHOLE D,gq1N , o DMH PROPOSED DRAIN MANHOLE 8' 4s ■ CB PROPOSED CATCH BASIN FMFNT — `� 1 I `� O •r HYD PROPOSED HYDRANT co •• WG PROPOSED WATER GATE DWELLING 00 PROPOSED CONTOUR '�T OPps W p mca PROPOSED SPOT GRADE � / 1 \ \ D D ESC/N 1 No. 4 o z ' o SMH EXISTING SEWER MANHOLE 1 G \ o DMH EXISTING DRAIN MANHOLE / / 10A I \ I 1 m CB EXISTING CATCH BASIN3" TO 6" HOZ z ow HYD EXISTING HYDRANT STONE / .. WG EXISTING WATER GATE — 100 --- EXISTING CONTOUR LINER 100.00 EXISTING SPOT GRADE 2. ,06 _ ,oA.. i I / . DEFINITIVE SUBDIVISION PLAN -4 UTILITY POLE / C -- - -- `-- RETAINING WALL h STONE WALL ,__ HILTON STREET , CURB NO TE, FENCE c/p / O .4 PROPOSED DWELLING LOCATIONS AND SIZES ��es ,q^ �� \ X .W SALEM ., MASSACHUSETTS ARE ILLUSTRATIVE AND ARE SHOWN FOR S1 TE GRADING PURPOSES ONLY. TOPOGRAPHIC PLAN 108 ��0 1\A 116 _ i Prepared For Prep are Bim• f~OR REGISTRY USE ONLY NANCY M. SINGLETON Eastem Land Survey Assoc., Inc. 12 CHARING CROSS Christopher R. Mello P.L.S. LYNNFIELD, MASS. 01940 104 Lowell St, Peabody, Mass, 01960 (508) 531-8121 APPROVED UNDER THE SUBDIVISION CONTROL LAW SCALE I HEREBY CERTIFY THAT THIS PLAN CONFORMS (,DEBORAH BURKINSHAW CLERK OF THE CITY OF SALEM, MASS. 1, _ 20' u, TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY APPLICATION FILED: REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS I BEEN RECEIVED AND { OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING af THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF FINAL PLAN FILED. o 10 20 40 60 � SAID NOTICE. a . HEARING DATE: DATE ristopher R. Mello Clayton A. Morro AUGUST 12, 1994 PLS 31317 PE 30969 PLAN APPROVED: REVISIONS 1. ADD SWALE 9//3/94 F 10119 SHEET 3 OF 5 I W - GENERAL NOTES 4 I • LOT Z PLAN — HILTON STREET z 1) ALL WATER MAINS SHALL BE CLASS 52 CEMENT LINED DUCTILE IRON PIPE. W I BIT. CONC. WALK 2 TRENCHES CUT INTO EXISTING SEE SHEET 5 FOR NOTE, EXISTING WATER SERVICES ON ) TING PAVEMENT SHALL BE HEAT DETAILS HIL TON STREET SHALL BE CONNECTED PATCHED. TO THE NEW 8" WA TER MAIN. THE EXISTING 2" WATER LINE SHALL BE 3) ALL SANITARY SEWER FORCEMAINS SHALL BE 2" DIAM. LOT X ��� SHUT OFF AND ABANDONED. a � --_... SCHEDULE 80 PVC. DOUBLE INLET Z CATCH BASIN W w 4) ALL STORM DRAINS SHALL BE CLASS III REINFORCED !v GRANT• CONCRETE EXCEPT AS OTHERWISE NOTED HEREON. i CURB Q N/F GENTILE W No. 2 w CD' 5) MINIMUM PITCH FROM CATCH BASINS TO DRAIN MANHOLES S 90 7 65 k DWELLING —� SHALL BE .005 FEET PER FOOT. i W GARAGE; No. 16 J o W O WG HYD. 6) FIRE ALARM CALL BOX SHALL BE INSTALLED AS PER m :z x m THE CITY OF SALEM FIRE DEPARTMENT. Ro ^� W m m4 NOTEr �\ 6' Gv �, k,. CONN-:WA�K�: x " 7) A MINIMUM OF 2 — 2" CALIPER SHADE TREES PER LOT Y1OOD Fe CE Con 8x8 x TAPPING SLEEVE INDIVIDUAL OWNERS OF LOTS X,Y& Z � v. 4- _ w - - ---- - - W AND GATE VALVE SHALL BE PLANTED AS PER SPECIFICATIONS OF THE SHALL FURNISH AND INSTALL GP 210 \� 2 3 2 I PROP. 8" CLDI WATER CITY OF SALEM SHADE TREE DEPARTMENT GRINDER PUMPS AND CONNECT TO I \ HyO. 65 - 09 49 PROP. 2'; SCH. 80 PVC FORCE EXIST. 2" WA TER SMH ' FORCE SEWER SERVICES. SEE DETAIL N52° - - W _ ON SHEET 5 OF 5. I N W 28 � R=2/O, TS Is4.00 SEWER sMH ° ,S " EXIST. 8" SEWER '� o 0 8) UNDERGROUND ELECTRIC SERVICE SHALL BE CONSTRUCTED L=45 49 I N 65 05' 37o W I AS PER SPECIFICATIONS OF THE MASSACHUSETTS I PROP. UNDERGROUND 164.00 DMH ELECTRIC COMPANY ° Z W 4=l2°22'00:' , Q ELEC., TEL., CABLE --T ¢ GRASS Conc. F - -- CB 9 ) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FLARED END W AND DETERMINING THE LOCATION, SIZE AND ELEVATION CB INv=Ioo.So HILTON STREET Q OF ALL EXISTING UTILITIES, SHOWN OR NOT SHOWN ON ■ DENOTES STONE BOUND TO BE m Q THESE PLANS, PRIOR TO ANY CONSTRUCTION. THE SET BY OWNER CD ' ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY ` No. 4' Z UTILITIES FOUND INTERFERING WITH THE PROPOSED LT N/F D ENTREMONT OI o CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION BEFORE PROCEEDING WITH THE WORK. w 115.00 m Q 120.00 N O v V PoWQ Z P. 1 Exist. Right Ci nlerline W 11 O '1 O lv Sideline O W N � lv W -- - - - - - - - - - - - - - --- - - - _ __ --- -- a p `n m N p W / Cr o PROPOSED C SURFA CE o CO Exist. i Q Z O O V Centerline / cc S o 6.20% �� ! Exist. Left S=.O2 SEWER 11000 /05.00 z . EXIS TING •�i Sideline SURFACE o 3.0% � S = .0278' � i .-/ •I. /� III RCP 52 / '-"�:..8 C�• 52 C-L' CL m o PR TER MAIN :ZO W wAVC STONE RIP RAP O Z _- 2" Soh 8 A N N 1(00 LB. STONE MIN. N W SEWER F�RCEM W �o N W W o f II II O o BASE ELEV. =95.00 Z 100.00 0 DRAIN PROFILE W W LOTS X & Y > (SEE SHEET 3 FOR PLAN VIEW) W W DEFINITIVE SUBDIVISION PLAN W N o o o N W < HILTON STREET BASE ELEV. = 90.00 SALEM , MASSACHUSETTS 3+50 3+0 +50 2+0 +50 1+0 +50 0+0 STA 77ON PLAN AND PROFILE FOR REGISTRY USE ONLY Prepared For Prepared By. NANCY M. SINGLETON Eastem Land Survey Assoc., Inc. PROFILE HILTON STREET ARIMss 01940 Christopher R. PPeabody, o 'L.S.* LYNNF7ELD, 104 Lowell St, ea y, Moss 01960 (508) 531-8121 1 APPROVED UNDER THE SUBDIVISION CONTROL LAW SCALE 0!4, HEREBY CERTIFY THAT THIS PLAN CONFORMS (,DEBORAH BURKINSHAW CLERK OF THE CITY OF SALEM, MASS. 1' = 20' HORIZONTAL TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY a" _ •4' VIER77CAL REGISTERS OF DEEDS OF THE COMMONWEALTH APPLICATION FILED. .` THE SALEM PLANNING BOARID HAS BEEN RECEIVED AND OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING I =7 •. , THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF FINAL PLAN FILED: 0 10 20 40 so 4- j 6 SAID NOTICE. DA 7F HEARING DATE: ristopher R. Mello Clayton A. Morin s AUGUST 12, 1994 PLS 31317 PE 30969 4 PLAN APPROVED: REVISIONS F 10119 SHEET 4 OF 5 e ----- _ _ TYPICAL CROSS SECTION DETAIL PROPOSED ROADWAY TYPICAL TRENCH SECTION no scale PROPOSED FIRE HYDRANT no scale » 50' - 01" LAYOUT no scale - - ---- -- - - ` DARLING B 62 B 3 a 29 ROADWAY 5' SIDEWALK TREE LAWN SIDEWALK f Pumper Connection to Face Roadway o MIN 4" BIT. CONC. PAVEMENT, TYPE 1-1 2'-0" MIN. IN TWO Bit. Cone. Walk Pitch 1 " per toot (21D1/2" BASE,011 /2" TOP) 3 4 Type I In / p Pitch 3/8" per ft D D DDDtwo courses D DD DDD OD/2 1" CRUSHED D p 0 0 o STONE DDD • • •, • • • • , ...: Standard C.I. Road Box and Cover ° D ° ° 12" Gravol Foundation 12" Gravel Base — No Stone Over 3" Dimension 6" Loam � Seed 000 O TELEPHONE, ELECTRIC,, FIRE ALARM U 8" X 6" C.L.D.I. TEE Approved Subgrade AND CABLE (2' MIN. COVER) D Vert. Granite Curb z 6" Gate Valve CONCRETE THRUST BLOCK 7' 10' O (� 8" diem Water 5' Min. Cover O UU Drain 2" diam. Force Sewer TIE RODS 5' Min. Cover 12" Square By 4" Thick Stone or Concrete Base DETA I L SEWAGE GR I NDER PUMP DETAIL MANHOLE CONCRETE THRUST BLOCK I no scale - 8 .I C4� l C) 114 12 0 14 I ,� NOTE PVC PIPE a• t10 9 e 7a DETAIL 24 DIAM. MANHOLE FRAME AND COVER CATCH BASIN Full Mortar Bed ,r 9 \ -T—,/ " 8 POLYETHYLENE PIPEl8 2 no scale 2 to 5 Courses Leveling Brick ' �.� 15 (� 24" x 2e CAST IRON FRAME AND GRATE B� '•i" 16 tz / FIG.10 • 4+ RECOMMENDED DISCHARGE PIPING Full Mortar Bed FORGED ALUMINUM ' TO A LOW PRESSURE SEVIER MAIN PRECAST CONCRETE CONE +T•••^ii�•+rJ.l`� "•:: + �• L GRiNDt•R PUMPDISC}IARGE•It/.'MPT SAFETY TYPE MANHOLE _ 2 to 5 Courses Leveling Brick ALLOY STEP AT 12" O.C. ' �p�a w"otasune•o[aur"0•ad ' w +!,`�ry a�q 2.ADAPTER•I%'FPT X 1, Sweat,Copper. ). ELBOW 904•1'G•Sweat X Sweat,Copper(NIDCO 607 or equivalent.) FIG.5 t.PiPE-PA'Type X.Copper,See Note 4. MODEL GP 210SERIES 6INSTALLATION 5 DISCONNECT JOINT-1%'UnionofCompression Type Coupling.See Note 3. I. ENVi%ONMEIITIONF. GRINDER PUMP 1 ANK A ACCESSWAY - FibcrItIsss Reinforced Priyester 6.VALVE•It%'Fully Ported(gate,bail valve,etc.) (FRP). 7,ADAPTER•ly,'1.IPT y Srcat,Coppc•(NIBCO f;4 or.-qui stens). 2.ACC°SSWAY COVk•FRI 1.ADAPT ER I.'FPT X I''% Socket,PVC. ).L[FTIT: EYC.3•fa lifting complete grinder Nrtmp' 9.PIPE•I''/.•P%'C(16d PSI minimum). 4.ELECTRICALJUNCTION BOX•Ieads from,grinder pump trrminate here.Electrician connects Icids from 10.CHECK VALVE•I'/.'Fully Ported Swing Type. PRECAST CONCRETE OR 4' — 0" disconnect box(item 6)thru 2 watertight connectors provided(for OF cable). BARREL BLOCK WALLS I1.CORPORATION STOP•i y.'MPT X MPT,Brass. a " S.GRINDER PUhIP POWER AND ALARM LII,ADS-Circuit to be run accordance with applicable electrical codes. 12.TEE or TAPPING SADDLE•ly4'FPT X As Required for connection into low pressure main. 4—0 INSIDE DIAM. (MORTAR JOINTS IF BARREL 6.RAINPROOF(Ncma JR) ENCLOSURE• F.:quipped with circuit breaker,or disconnect switch,ieo,:d 13.LOW PRrSSURE MAiN i • BLOCK USED) PRECAST CONCRETE WALL SECTiON adjacent to GP. III.FOUNDATION WALL I 7,TANK INLET•4'PVC Socket for solvent eemsenting DWV pipe. All Joints and Penetrations IS PIPE •i;: Pn1' "111 X Cot press, n(Fur SOR d.TANK VENT•Tent must be vented Ihry inictl piping within 4'of:ant I5 AUAP'ilEit•I%•At i'T X Compression(Fur SOR 9 pipe,Flo Control 170-12 or equivalent). 9.GRAVITY SERVICE LiNE•4•DW V to be made fully Watertight) 10.DISCHARGE OUTLET-Irr%'Male pipe lhrecad. NOTES: ' rET 11.GRINDER PUMP DISCHARGE LINE-1!i"nominal pipe site. 1.lnsta:ation unist conform to all applicable codes(building,electric,plumbing,etc.) OUTL12.COtiCRETE ANCROR-900(6 eu.ro lbs pilus 300(2 cu.1.)lbs per foot of aeeessway.Ex.CP210 SS w/4' INLET accessway•900.120^=2100 lbs.(14 cart.).Sleeve over ird::line is rcgvired i!anchor is poured to a levet above 2.i)ischa r,:lir.:!o be below frost line or protected Esau freezing with insulation. , the inlet. ).Disco: cct;mnl must be beyond the outside oflhe Grinder Pump core and s minimum of J'hcad roum over the Isnk 1.,.It--removal of pump. U.DEDL`ING M.\TERIAL•6•Min mum,rounded ag3regne(pea gravel). 50 MIN ' 4.Ptasr_pipe snav be used if rermitted by local codes. a 14.FIN 1S 11 ED GIt A DE..Gude line to be 5•below IOP of acccssw,iy 0111 stone away from access way o,.ning. OUTLET m N DEFINITIVE SUBDIVISION PLAN o Q Q Q c45Q MIN oo PRECAST CONCRETE BASE HILTON STREET ooa PRECAST OR CAST—IN—PLACE 6" Crushed Stone SALEM , MASSACHUSETTS CONCRETE BASE BRICK INVERT 6" CRUSHED STONE FOUNDATION Foundation — DETAILS FOR REGISTRY USE ONLY Prepared For Prepared By. NANCY M. SINGLETON Eastern Land Survey Assoc., Inc. 12 CHARING CROSS Chrls toph er R. Mello P.L.S. LYNNRELD, MASS. 01940 104 Lowell St, Peabody, Mass, 01960 (508) 531-8121 APPROVED UNDER THE SUBDIVISION CONTROL LAW SCALE HEREBY CERTIFY THAT THIS PLAN CONFORMS (,DEBORAH BURKINSHAW CLERK OF THE CITY OF SALEM, MASS. AS NOTED ' TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY APPLICATION FILED: 0 N REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING . � THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF FINAL PLAN FILED. 0 20 40 so 120 SAID NOTICE. DATE HEARING DATE: hristopher R. Mello Clayton A. Mori AUGUST 12, 1994 PLS 31317 PE 30969 • PLAN APPROVED: REVISIONS F 10119 SHEET 5 OF 5 4 ill i f 1 f. - . P _ ZV d for: Definitive Subdivision PlansIssue 1 0 i Date Issued: March 12, 1999 March 12 1999 09Latest Issue.• , i 01'"Ing A V %.]LjLue Salem , 9 assa�, 17No. Drawing Title Latest Issue C-1 Title Sheet C-2 Legend and General Notes 3/12/99 C-3 Lotting Plan 3/12/99 Vanasse Hangen Brustlin, Inc. C-4 Lot Layout Flan 3/12/99. - Transportation Land Development C-5 Lot Layout Flan 3/12/99 Environmental Services C-6 Grading and Drainage Plan 3/12/99 101 Walnut Street, P.O. Box 9151 -7 - Carol Way Street Plan and Profile 3/12/99 C ; y Watertown, Massachusetts 02471 - 617 924 1770 • FAX 617 924 2286 C-8 Detail Sheet t 3/12/99 C-9 Detail-Sheet 3/12/99 Owner/Applicant: C-10 Detail Sheet 3/12/99 Locus Map T Vinnin Square L.L.C. •. C-11 Detail Sheet 3/12/99 0 1000 2000 Feet 6 Eden Road C-12 Detail Sheet 3/12/99 Wayland, Massachusetts f 77 - LEGEND ABBREVIATIONS GENERAL NOTES EXIST PROP EXIST PROP GENERAL L=43.84' 27.21 TC27.21 TC PROP PROPOSED 1. THE EXISTING CONDITIONS AND WETLAND DELINEATION SHOWN ON PROPERTY LINE 27.15 BC 27.15 EIC TOP & BOTTOM ELEVATION THESE PLANS WERE RECEIVED FROM HAYES ENGINEERING, INC., X27.21 TC x27.21 TC MIN MINIMUM WAKEFIELD, MASSACHUSETTS 01880, FROM A PLAN ENTITLED PROJECT LIMIT LINE 27.15 K 27.15 BC TOP & BOTTOM ELEVATION "TOPOGRAPHIC PLAN OF LAND IN SALEM, MASS." DATED JANUARY 21.25 21.25 LMAX MAXIMUMVanaSse Haagen Brusthn, Inc. RIGHT-OF-WAY/PROPERTY LINE �X 2125 -x SPOT ELEVAl10N w 2125 / EADER 21, 1997 RET RETAIN Transportation - - - - - EASEMENT X/_ x/ - SPOT ELEVATION w/LEADER 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN REM REMOVE AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLYLand Development - BUILDING SETBACK 21 x 25 21 x 25 SPOT ELEVATION VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. Environmental Services REMOD REMODEL STATE HIGHWAY BASELINE BORING LOCATION 3. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING 101 Walnut Street,P.O.Box 9151 10+00 10+0065 61 ABAN ABANDON UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY -�' BASELINE TEST PIT LOCATION RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED Watertown,Massachusetts 02272 -- CONSTRUCTION LAYOUT �" ® TEST WELL ADJ ADJUST' BY THE CONTRACTOR'S FAILURE TO PROPERLY LOCATE AND PIRESERVE ANY 617 9241770 FAX 617 924 2286 BENCH MARK EXIST EXISTINIG AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CONTACT "DIG - -- ----- ZONING LINE SAFE" (1-888-344-7233) AT LEAST 72 HOURS BEFORE EXCAVATING. TL R&R REMOVE AND RESET TOWN LINE SL X12"D- =12"D- DRAINAGE LINE R&S REMOVE AND STACK 4. ALL WORK CONDUCTED WITHIN PUBLIC RIGHT-OF-WAYS SHALL. CONFORM I STATE LINE OD- OD- TO THE REQUIREMENTS AND SPECIFICATIONS OF THE MASSACHUSETTSOVERFLOW DRAIN FDN FOUNDATION HIGHWAY DEPARTMENT AND THE CITY OF SALEM. GRAVEL ROAD --6"Ra -6"RD ROOF DRAIN ELEV ELEVA11ON 5. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND ALL EOP - - - EDGE OF PAVEMENT - -12'S--• - - -12"S- SEWER LINE BOS BOTTOM OF SLOPE DETAILS CONTIGUOUS TO THE BUILDING, INCLUDING SIDEWALKS„ RAMPS, BC BC UTILITY ENTRANCE LOCATIONS, WALLPACKS, CONCRETE DOOR PADS, ROOF BITUMINOUS CURB `-Cb I', - -OHw- ' ' ' - OVERHEAD WIRE TOS TOP OF SLOPE DRAINS, ETC. CCB CCB CAPE COD BERM 6"w 6"w- WATER LINE VGC VERTICAL GRANITE CURB 6. ACCESSIBLE CURB RAMPS (ACR) SHALL BE PER MASSACHUSETTS ARCHITECTURAL PCC PCC °'FP- 4'FP- FIRE PROTECTION LINE MCC MONOLITHIC CONCRETE CURB ACCESS BOARD AND THE AMERICANS WITH DISABILITIES ACT (.ADA) ACCESSIBILITY PRECAST CONC. CURB GUIDELINES, WHICHEVER IS MORE STRINGENT. vGc vGC VERT. GRAN. CURB -3"c -3"G GAS LINE GC GRANITE CURB SGC SGE 7. FOUR FOOT HIGH FENCING SHALL BE PROVIDED ON TOP OF ALL RETAINING WALLS, SLOPED GRAN. EDGING UGE-- UGE- UNDERGROUND ELECTRIC GE GRANITE EDGING LEDGE FACE, OR SLOPES AT DETENTION AREAS GREATER THAN 4 FEET IN HEIGHT. I LIMIT OF CURB TYPE -"TEL -TEL TELEPHONE LINE CC CONCRETE CURB 8. ALL CURB SHALL BE CAPE COD BERM (CCB) UNLESS OTHERWISE NOTED. ----- SAWCUT FA FA FIRE ALARM BB BITUMINOUS BERM 9. ALL CURB RADII SHALL BE 3' UNLESS OTHERWISE NOTED. MATCHLINE MATCHLINE -FYP' -F&P FIRE & POLICE CABLE BC BITUMINOUS CURB SEE EET 2 OF 2 10. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND) JOB SAFETY. ALL CATV-- CAN- CABLE TV NIC NOT IIN CONTRACT CONSTRUCTION ACTIVITY SHALL BE IN ACCORDANCE WITH OSHA STANDARDS 5wL SWL SOLID WHITE LINE NTS NOT TO SCALE AND LOCAL REQUIREMENTS. • SYL SYL SOLID YELLOW LINE HE CB CATCH BASIN 11. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURE'S PRIOR TO EARTH- BwL BWLTYP TYPICALWORK OPERATION AND MAINTAIN ALL EROSION CONTROL MEASURES AND SEEDED -- - BROKEN WHITE LINE ®DCB DOUBLE CATCH BASIN EMBANKMENTS DURING. CONSTRUCTION. EROSION CONTROL SHIALL BE REMOVED ONLY BROKEN YELLOW LINIE GUTTER INLET - BYL BYL APPROX APPROXIMATE EMBANKMENTS THE ESTABLISHMENT OF ALL LANDSCAPED AREAS. �- - - : �- ' swCHL swcHL SOLID WHITE CHANNELIZING LINE a ® DRAIN MANHOLE uTlLrrw LAYOUT NOTES SYCHL SYCHL SOLID YELLOW CHAN�NELIZING LINE =T6= =TD= TRENCH DRAIN CIT CHANGE IN TYPE 1. THE FOLLOWING LAYOUT CRITERIA SHALL CONTROL UNLESS OTHERWISE -- � DYL DOUBLE YELLOW LINE PLUG/STUB NOTED ON THE PLAN: 5L SL F&G FRAME AND GRATE i STOP LINE FES FES 00- FLARED END SECTION ALL DIMENSIONS ARE TO OUTSIDE FACE OF BUILDING F&C FRAME AND COVER ALL DIMENSIONS ARE TO FACE OF CURB AT GUTTER LINE. HEADWALL ALL DIMENSIONS ARE TO CENTER OF PAVEMENT MARKINGS.. I STEEL GUARD RAILRCP REINFORCED CONCRETE PIPE ALL TIES TO PROPERTY LINES ARE PERPENDICULAR TO THE GT © GREASE TRAP VCP VITRIFIED CLAY PIPE PROPERTY LINE UNLESS OTHERWISE NOTED. WOOD GUARD RAIL Cs ® CONTROL STRUCTURE PVC POLYVIINYLCHLORIDE PIPE ............... MATERIAL NOTES 0S 0••••••••••••••• PATH ACCMP ASPHALT COATED CORRUGATED METAL PIPE SEWER MANHOLE 1. ALL DISTURBED AREAS NOT IN BUILDING, PAVEMENT OR LANDSCAPED AREAS TREE LINE CIP CAST IRON PIPE SHALL BE TREATED WITH 6" OF TOPSOIL AND SEED. -x-x-x-•- -x-x-x- CHAIN LINK FENCE 0 WATER MANHOLE DIP DUCTILE IRON PIPE WG 2. PROVIDE BITUMINOUS PATCH FOR ANY TRENCH WORK IN EXISTTING STONE WALL WATER GATE HYD HYDRANT ROADWAYS OR RIGHT-OF-WAYS. RETAINING WALL 00 sv --. T sv TAPPING SLEEVE, VALVE, & BOX RISER CAP CORRUGATED ALUMINUM PIPE .. .1. + ,I. ,, . HAY BALES PRESSURE REDUCER INV INVERT ELEVATION UTILITY NOTES 1. THE LOCATION, SIZE, DEPTH AND SPECIFICATIONS FOR REMOVAL AND --- 2 ------ -4- MINOR CONTOUR 'i' SIAMESE CONNECTION PWW PAVED WATER WAY CONSTRUCTION OF PROPOSED PRIVATE UTILITY SERVICES SHALL BE TO - ---10-- -20- MAJOR CONTOUR '�°� '�'� FIRE HYDRANT UP UTILITY POLE THE REQUIREMENTS OF THE RESPECTIVE UTILITY COMPANYTELEPHONE, ELECTRIC, GAS ---TS -Ts TOP of SLOPE n M o WATER METER WM TSV&B TAPPING SLEEVE, VALVE AND BOX ( ) PIV PIV COND CONDUIT 2. STORM DRAINAGE: STORM DRAINAGE PIPE SHALL BE CONSTRUCTEDBs- Bs- BOTTOM of SLOPE • • POST INDICATOR VALVE OF 12" REINFORCED CONCRETE PIPE (RCP), CLASS 5 UNLESS OTHERWISE NOTED. G WELL No. Revision Date Appvd. IL_ BUILDING GG 3. SANITARY SEWER: PIPE AND FITTINGS: POLYVINYL CHLORIDE(PVC) Designed by Drawn by Checked by 0 O GAS GATE SDR 35 GRAVITY SEWER PIPE, UNLESS OTHERWISE NOTED. CAD checked by Approved by EN EN BUILDING ENTRANCE GM GM 13 El GAS METER 4. WATER: WATER PIPE TO BE DUCTILE IRON, CEMENT LINED DICIL scale Date 3/12/99 LD 4 LD LOADING DOCK CLASS 52. Project Tftle ° BOLLARD Cr 0 ELECTRIC MANHOLE 5. FIRE HYDRANTS: DRY BARREL TYPE CONFORMING TO THE CITY OF Carol Wa CD1 10DUMPSTER PAD EB EB ELECTRIC BOX SALEM STANDARDS. Y SIGN �M El ELECTRIC METER 6. CONTRACTOR SHALL VERIFY NEED FOR LARGER DIAMETER MANHOLES Residential Development PRIOR TO ORDERING MATERIALS. x DOUBLE SIGN # LIGHT POLE RA PM 7. ROOF DRAIN SHALL BE LAID AT A MINIMUM SLOPE OF 1.0% • PARKING METER < FLOOD LIGHT Salem, Massachusetts 8. ALL LIGHT POLE FOUNDATIONS WITHIN PAVED PARKING LOT SMALL HAVE ' •' SINGLE LUMINAIRE 2'6" CONCRETE REVEAL. ALL LIGHT POLE FOUNDATIONS WITHIN LANDSCAPED Issued for 10 PARKING COUNT ,._. DOUBLE LUMINAIRE ISLANDS SHALL HAVE 6" CONCRETE REVEAL AND BE LOCATED AT LEAST Definitive Subdivision Plans -• C10 COMPACT PARKING STALLS 3' MIN. CLEAR DISTANCE FROM FACE OF CURB. � II� IIIIIIIIIII CROSSWALK TRIPLE LUMINAIRE 9. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE QUAD LUMINAIRE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE CONIC. PAVEMENT WALL PACK INFORMATION FURNISHED TO THE OWNERS REPRESENTATIVE FOR RESOLUTION Drawing Title - AL OF THE CONFLICT. 0 NORMAL PAVEMENT O 0 TELEPHONE MANHOLE 10. CONTRACTOR SHALL PROTECT ALL UNDERGROUND DRAINAGE, SEWER, AND Legend and HEAVY DUTY PAVEMENT TUTILITY FACILITIES FROM EXCESSIVE LOADS DURING CONSTRUCTION, ANY ® HANDICAP RAMP ° To TRAFFIC SIGNAL DAMAGE TO THESE FACILITIES RESULTING FROM CONSTRUCTION LOADS WILL General Notes Cl SIGNAL BOX BE RESTORED TO THEIR ORIGINAL CONDITION AT THE CONTRACTORS EXPENSE. HANDICAP PARKING FACP oFACP 11. WHENEVER SEWERS MUST CROSS UNDER WATER MAINS, THE SEWER SHOULD plan FIRE ALARM CONTROL PANEL BE LAID AT SUCH. AN ELEVATION THAT THE CROWN OF THE SEWER IS AT VAN-ACCESSIBLE HANDICAP PARKING FB FB LEAST 18 INCHES BELOW THE INVERT OF THE WATER MAIN. WHEN THE VAN ° ° FIRE ALARM BOX ELEVATION OF THE SEWER CAN NOT BE VARIED TO MEET THIS REQUIREMENT, Detail no. 0 TRANSFORMER PAD THE WATER MAIN SHOULD BE RELOCATED TO PROVIDE THIS SEPARATION OR 27 ARCH. DETAIL (SEE CONSTRUCTED WITH MECHANICAL JOINT PIPE FOR A DISTANCE OF 10 FEET Drawing Number ARCH. DRAWINGS) ON EACH SIDE OF THE SEWER. ONE FULL LENGTH OF WATER MAIN SHOULD Sheet no. 0 MANHOLE BE CENTERED OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR '0- UTILITY,POLE FROM THE SEWER AS POSSIBLE. C-2 12. RIM ELEVATIONS OF PROPOSED DRAINAGE AND SANITARY SEWER MANHOLES 0- •" GUY POLE AND ASSOCIATED STRUCTURES ARE APPROXIMATE. FINAL ELEVATIONS ARE HI ® HAND HOLE TO BE SET FLUSH AND CONSISTENT WITH THE GRADING PLANS. ADJUST ALL sheet of • OTHER RIM ELEVATIONS OF MANHOLES, WATER GATES, GAS GATES AND OTHER 2 12 © © PULL BOX UTILITIES TO FINISHED GRADE WITHIN THE LIMITS OF WORK. Project Number 05243 \Mawald\LD\05243\Cad\LD\Permit2\5243Leg.dwg i Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 101 Walnut Street,P.O.Box 9151 Wateftwn,Massachusetts 02272 617 9241770•PAX 617 924 2286 RESERVED FOR REGISTRY USE ONLY N/F VILLAGE AT VINNIN SQUARE CONDOMINIUM TRUST II REC.BK. 8433 PG. 334 PL. BK. 213 PL.56 N38'29'49"E L=4.71' 59.80' R=25.00 • � I L=26.16" sj R=260.00 .' F 20' WIDE LOQ/N�'' y/L N� L=13.91 r�341Y,� r LS A WEATHERLY DRIVE CONDOMINIUM R=300.00 N78'55'01"E DRAIN REC.BK. 13245 PG. 187 38.62 EASEMENT N38'29'49"E '� ' PL. BK. 249 PL.30 �/ 48.47" �.' Z Q LIMITS OF BORDERING YA� FiQ �,. VEGETATED WETLAND Y D tx o N11'01'48"W IRONS164917 E �,t POND ROD ft&v UTILITY 29.18' 20.10 w N: � 1`. 5�,3• CONNECTION N78'S5"01"E �cF E 2j4 3� POINTS 44.72" �,�• 6 A 20 WIDE �h 0410 DRAIN EASEMENT ' F , vN/F PROPOSED UTILITY GROSVENOR HEALTHCARE EASEMENT DETAIL LIMITED PARTNERSHIP _- _ - .-..•:' S47'57'28"E REC.BK. 11809 PG. 424 R r9s s ss" SJ j�`� - 31.12' PL BK. 281 PL 58 CHORD BEARING \69 , �• 1 a -� , S61'18'34"E L=29.22' �6 y , 8,1�, ,� \ S16'30 33 E CHD=194.25" R=310.00 8 37_91 "E A=55'48'19" N > L=24.72' N�A'O� 4� L=58.76" Ssg�� R-32.00 445' 40� g _ Aq,15 'R=156.77 63 d'2Sry Ss -4415 11 ��64* 00 A=21'28'31'" S33 '41"24"W 93, !y ,.w pgS R��1'000 �o � � T WEATHERLY DRIVE CONDOMINIUM 7.211 10) N `g' �� REC.BK. 132.45 PG. 187 N3`I'28"10""E �6 35 20' WIDE p S60'45'44""E ��o\ L=86.21' F/Q�r PL. BK. 249 PL.30 25.00" DRAIN 36.00" 52,W � 21 28'33" \ f ��D���/ / -• �. EASEMENT L=50.26 ., o � 3 2,6 \ CHORD BEARING � FiP/ S>>.3� ^�N Q R=32.00 s68'o2 30 W \ ' j ,� �y 95225,• 30' WIDE 25 ,. 50.00 N70'00 21""W MI60 48'08"W 3 � � 3 £ �'2 � A=90 00 00 i 5.00" ` CCHD=85.71' •83' UTILITY N2 p o o^ _ EASEMENT 15 o o^ trj u7 FORMER ,Morn o �� IRON \ (0 383225"W o � �e oo LOT 02 IRON ROD 1h o ET ROD N F `�\ Op r; aCo. cn FORMER LORING TOWERS ASSOCIATION /�(•+\� S819'05 07"E i �� �-�� LOT 2 � o 2 REMAINDER OF LOT B REC.BK. 5971 PG. 241 �O`fi�� ;222,23" L=21. - p FORMER 150'7271• S. o ,Iv00 rno PL BK. 126 PL.16 �, },/Q,S' \� R=58.00 LOT LINE .348 AOf' o rn o S70 00 21 E �, .00 ' � A=21'00'02"' L=25.09' �• 5.00' FORMER L=24.84 L=34.61" R=25.00 IRON �� 2 LOT LINE R=25.00 R=260.00 A=57'30'46' ROD �t Cq A=56'55'08"" A=7'37"37" ' C �� LOT 1 �� FORMER , PROPOSED cn �o o v- 'P LOT A ' ilh 0 z z it N , 10 o ` p \r, ��, 20" WIDE O 0 o N UTILITY 5 Nc LIMITS OF BORDERING \\SS�p �j.�rTL30&�E1�F. L=56.43' EASEMENT o w ►0-wa 2 DRILL VEGETATED WETLAND ` �s 728 AQt R=300.00 (1,991 S. 000 No. Revision Date ppvd. S A=10'46'40" 1-4 Designed by Drawn by Checked by HOLE LU y �S16'49"17"E S76'34'44'" W o, . 3 84107,48'"W 72.77' 'Sa 12 �� CAD checked by Approved by M 96.86" S78 , 10 vi - A Z L=45.87" 41 20 P.K. NAIL same 1"�0' Date 3/12199 N N R=30.00 Protect Title LO ,u, of���,1 N M N L=37.02" A=87'36'32"' Z o� R=25.00 S76'34'44""W S78'58'12'"W 9 v, o A=84'50'58" 43.13 Carol Way " PLAN REFERENCES: z 3A,A���w _ 12.72' Residential Development N69'27 28 W PLAN ENTITLED PLAN OF LAND IN SALEM, MASSACHUSETTS OF GROSVENOR S�6� L=45.34 IRO 51.30' PARK NURSING CENTER- DATED MARCH 12, 1993 RECORDED AS PLAN 58 IN 81.19 S7644 W R=30.00 S78'48'32"W 110.09 - ROD PLAN BOOK 281. / A=86 35 39-- _--'` ` \ PLAN ENTITLED PROPOSED RIGHT OF WAY EASEMENT PLAN IN SALEM, MASS 3'22 r Salem, Massachusetts _ PREPARED FOR VINNIN ASSOCIATED REALTY TRUST" DATED FEBRUARY 12, issued for ` RON N;2 48 41•• 6'O' 1987 RECORDED AS PLAN 30 IN PLAN BOOK 249. Definitive Subdivision Plans R 169,48, W ��s�O� y N72'30"00"W PLAN ENTITLED "'DEFINITIVE PLAN LOT PLAN-LOCATION CAROL WAY" DATED ING A�/Ep�� p �._. 30.11 NOVEMBER 8, 1985 RECORDED AS PLAN 38 IN PLAN BOOK 243 EXHIBIT Loi ;kgµBlF X2.38 p yy 1 OF 5. IRON ROD ~ ti62.�. 60 0 60 120 PLAN ENTITLED "PLAN OF LAND LOCATED OFF CAROL. WAY SALEM, Drawing Title ON 26• MASSACHUSETTS PROPERTY OF VINNIN ASSOCIATED REALTY TRUST DATED SUBDIVISION PLAN N� Ru RO N 68 J2�� SCALE' IN FEET JUNE 24, 1996 RECORDED AS PLAN 85 IN PLAN BOOK 309. Lotting Plan OD TOWN OF SWAMPSCOTT PLAN ENTITLED "PLOT PLAN OF DUMP AREA SALEM & SWAMPSCOTT TOWN CAROL WAY SUBDIVISION- - - - - - - - - - - - - - - N LIST OF WAIVERS LINE" DATED MARCH 1975 BY SALEM ENGINEERING DEPARTMENT. STREET NAMES- - - - - - - - - - - - - - CITY OF ALEM c/�y DEFINITIVE 3.B.2.q. PROPOSED LAYOUT AND DESIGN CALCULATIONS FOR \ / OWNER- - - - - - - REG. LAND SURVEYOR_ SUBSCALE- - - - � WATER SUPPLY AND SEWAGE DISPOSAL SYSTEMS. CERTIFICATION D I VISION SCALE-HOR:-L:=� _ - - - ADDRESS- WAIVER: PROPOSED ROAD DOES NOT HAVE WATER SUPPLY I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED' IN ACCORDANCE SCALE-VER:_ /A - - - - - - - - - - - - `S�Q,\� AND SEWAGE DISPOSAL SYSTEMS. WITH THE RULES AND REGULATIONS OF THE REGISTER OF DEEDS OF DATE- - 3-12-99 - - _ SIGNATURE - - - - - - - �`sC0 SEC. 5 FIRE ALARM SYSTEMS SHALL BE REQUIRED ALONG THE COMMONWEALTH OF MASSACHUSETTS. PLANS _ _ _ _ _ _ _ THE STREETS IN THE SUBDIVISION. BENCH MARKS USED= Drawing Number _ _ _ _ _ - - - - - _ - WAIVER: FIRE ALARM, ELECTRIC, TELEPHONE AND SIMILAR SALEM PLANNING BOARD APPLICATION FILED UTILITIES WILL BE SUPPLIED FROM EXISTING tM 4FC-3 UTILITIES WITHIN ADJACENT STREETS. - �� FINAL PLAN FILED- - - - - +! tic 4.A.2.a. CURB REQUIREMENTS: ALL CURB TO BE VERTICAL _ HEARING DATE 0• & 4.A.4 OR SLOPED GRANITE CURB. - - - - - CLERK McGOMAGM Sheet of WAIVER: VERTICAL GRANITE CURB (VGC) TO BE USED ONLY - - - - - - - - - PLAN APPROVED- - - - - #36119 3 12 WITHIN LORDNG AVENUE RIGHT OF WAY. RELOCATED r • CAROL WAY SHALL USE CAPE COD BERM (CCB) FOR ,.Z(�.o9 �, � .' - - - - - - - - - - - - - - - - - - � Protect Number ALL REMAINING CURB. 3 J - - - - - - - - - _ - - - - - - - - 05243 DATE PR E SIONAL A4b SURVEYOR \ wald\LD\05243\Cad\LD\Subdivision\5243sp.dwg 1 77 N : �kj • N/F GGB WEATHERLY DRIVE CONDOMINIUM l REC.BK. 13245 PG. 187 PL. BK. 249 PG. 1 I Vanasse Hangen Brustlin, Inc. GCB `�F �/�j/Fp Transportation Q eb F y 0 Land Development IRON qlk � �oNc. Environmental Services n �`F Bir CB ' ROD G0 ` ,/OTy� UTILITY z 101 Walnut Street,P.O.Box 9151 CONVECTION POINTS _JWatertolwn,Massachusetts 02272 _J 3 . 617 924;' 1770•FAX 617 924 2286' f � � ?,4 3j /hrO I hry 0� C, � / GRAVEL E C CHORD BEARING R 698 6j S- S61 I 8 'E '34 CHD=12 HD94.25' mF \ L=29.22' R=30.00 A=55'48'19' 4l — 8 O p - aa2j 6)6, N v �Q lifjF WEAT RERL C. PL ,p L=86.21" „i•51"W R=230.010 F c S'IA'p7 / A=21'281'33' CHORD BEARIN �j cB S>>, N70'00'21'W �o��c CHD=8'08"W85.71' \ �y rv� 32?g 5.00' CHD39g 83\ 3 ro N713 / IRON \ 225. , ROD 9ER� \ c� 380.00 ;o Bir �c FORM,LIC N/F REMAIIVOEI? OF LOT B LORING TOWERS ASSOCIATION REC.BK. 5971 PG. 241 PL. BK. 126 PL.16 •� S70'00.21'E O /o, 0 5.00" :o PLAN REFERENCES: PLAN ENTITLED "PLAN OF LAND IN SALEM, MASSACHUSETTS OF GROSVENOR LOT 1 PARK NURSING CENTER" DATED MARCH 12, 1993 RECORDED AS PLAN 58 IN PLAN BOOK 281. 4*) PLAN o PR'EPAREDTFOR VINNIN°ASSOC ASSOCIATED REALTY ETRUST" DATED FEBRUARY 12, 19187 RECORDED AS PLAN 30 IN PLAN BOOK 249. s PLAN ENTITLED "DEFINITIVE PLAN LOT PLAN-LOCATION CAROL WAY" DATED j DRILL / NOVEMBER 8, 1985 RECORDED AS PLAN 38 IN PLAN BOOK 243 EXHIBIT 1 (OF 5. HOLE % LIMITS OF BORDER/NG; / PLAN ENTITLED "PLAN OF LAND LOCATED OFF CAROL WAY SALEM, VEGETATED WETLAND MASSACHUSETTS PROPERTY OF VINNIN ASSOCIATED REALTY TRUST" DATED JUINE 24, 1996 RECORDED AS PLAN 85 IN PLAN BOOK 309. PLAN ENTITLED "PLOT PLAN OF DUMP AREA SALEM & SWAMPSCOTT TOWN W W W L ORING TOGYERS LINVE" DATED MARCH 1975 BY SALEM ENGINEERING DEPARTMENT. M � � ( No. Revision Date Appvd. Z ( z Designed by Drawn by Checked by z �I � ���� lM J -�ALO y d- � � CAD checked by Approved by scale 1"-40' Date 3/12M Project Title Carol Wa y / Residential Development ON R N69.2728W 51.30' Salem, Massachusetts Issued for Defuuitive Subdivision Plans -tRON _� N�2 ROD Ea �����4841-W c5�� __4p ` ROD N yT of -9Y / I Drawing Title IRON ROD / \ \ S?3 40•W SUBDIVISION PLAN 1 IRON Lot Layout Plan \ 8 N,?130,00 1, ROD CAROL WAY SUBDIVISION- - - - - - - - - - - - - - - - - - - - - - \ w STREET NAMES- - - - - - - - - - - - - - - - - - - - - 3°''"1 DEFINITIVE SUBDIVISION OWNER- - - - - - - - - - - REG. LAND SURVEYOR- — — — — — - IRON SCALE- 1" 40� - - - - - - ADDRESS- - - - - - - - - - NJ/F \ ROD SCALE—VER:N/—A- - - - - - - — — — — — — — — — — — — — c DATE- - -3_12-99 - - - - - SIGNATURE— — — — — — — — — — TOWN OF SWAMPSCOTT PLANS BENCH MARKS USED- - - - - - - - - - - - - - - - - - - N/F - - - - - - - - - - - - - - - - - - - - - - - - - - Drawing Number CITY OF SALEM C/Ty Q� SALEM PLANNING BOARD APPLICATION FILED— — — — — — TFINAL PLAN FILED— — — — — — — C-4 4/_ 40 0 40 80 _ HEARING DATE- - - - - - - - - - - - - - - - - CLERK sheet of SCALE IN FEET — — — — — — — — — — — — — PLAN APPROVED- - - - - - - 4 12 C T T - - - - - - - - - - - - - - - - - - - - - - - - - - Project Number 05243 \\Mawald\LD\05243\Cad\LD\Subdivision\5243plot.dwg i PL. BK. 213 PL. .. fi, • N • `eb 2- L O 1 4 F / r >>S� y/ZZ I �ti�/ Vanasse Hangen Brustlin, Inc. �o IF ,• s�ey� Transportation Land Development \ Environmental Services i i 101 Walnut Street,P.O.Boz 9151 Watertown,Massachusetts 02272 °0 1617 9241770•FAX 617 924 2286 i Q; L&ITS• OF BORDER/NG A. looms 20 TA 1Z VEGETED WETLAND W W "iA Z w f rn 0 POND ELEVAT/ON = 50.1 APRIL 1997 L �_ .' •• FysFFo sAB� ��� 9 ��� N/F GROSVENOR HEALTHCARE y 8. o��GLIMITED PARTNERSHIP o� 6,8" `` ► _ _ ••_•••. REUK. 11809 PG. 424 ` ._.._.• R'' P� PL. BK. 281 PL.58 a � L=29.22' o. R=30.00 �c A=55.48'19" I — _ Q� w R- .70 00 r<+ A A00 " •_ _ R os9) 393" \ L-50.26' da2�6' \ PROP SED SSO, R=9000 p 3 4g. ?8 N/F S33.41.24'W •t„ 24' DRI \ 4 4 =90'00'00' / 600 F �e GJiF�T • �� 7.21' 00,WEATRERKDR45PONDOMINIUB . i4F % to, ? GGB \ •. yF�Q� PL. 249 PL.30 \ 017 41, `� �A\ s,��• I•(`( 46 3S• .' O� / � � °F R=230.00 �. �` !� I jll °O" A=21.28'33" �jj9iJ i WlpEMEN I 30 CHORD BEARIN S71- 8'08'W CHD=85.71' �yJ �i9 L 2 f 15.002 57 W , CHD / y 39 5 83� V , zSgBOZ 3 ll 5 00 2511, LOT D2 IS PROPOSEDEN ROD 24't DRIVEWAY i� �a 380.00. (� Z M / Q `� '� o h ER „ o N O B�ls, �' °' C �q��- u n 3 S89.05'07'E ! V LOT 2 to jo Ioo �'S'iGy�. O TOFF I BERM 222.23' O FORME 150, 727E S.F. Co0 !� ',qy io LOT LIN �I 6'OO�O ` R=5800 'lip. . &=21'00'02" • �'l S,o��q� FORMER ' i J DO LOT LINE p� �' IRON ROD in I PLAN REFERENCES: li J % Li.l cV PLAN ENTITLED "PLAN OF LAND IN SALEM, MASSACHUSETTS OF GROSVENORLLJ n PARK NURSING CENTER" DATED MARCH 12,. 1993 RECORDED AS PLAN 58 IN �P o• • � �� Z � FORMEf,� 0• PROPOSED PLAN BOOK 281. I �0 20' WIDE \ Li O UTILITY O PLAN ENTITLED "PROPOSED RIGHT OF WAY EASEMENT PLAN IN SALEM, MASS I cc Q a °? L OT A 1 EASEMENT Tn \ Z z 0 N �S�O 3i" k• O \ N Z No. Revision Date ppvd. PREPARED FOR VINNIN ASSOCIATED REALTY( TRUST" DATED FEBRUARY 12, sy.°o LOT 1 N PROPOSED �- 0 Q 1987 RECORDED AS PLAN 30 IN PLAN BOOK 249. 0 CIO 1S i a, 20't DRIVEWA / o r3 � m J Designed by Drawn by Checked by s. 0- 317306E S.F. 0 C PLAN ENTITLED "DEFINITIVE PLAN LOT PLAN-LOCATION CAROL WAY" DATED Q, $ S` ' 0 0 / W CAD checked by Approved by NOVEMBER 8, 1985 RECORDED AS PLAN 38 IN PLAN BOOK 243 EXHIBIT ` PROPOSED �/ Z 1 OF 5. \ 22't DRIVEWAY j _.( / Scale 1"=40' Date 3/12/99 —� R' v � � / z PLAN ENTITLED "PLAN OF LAND LOCATED OFF CAROL WAY SALEM, Project Title\ ; \ / MASSACHUSETTS PROPERTY OF NNIN ASSOCIATED REALTY TRUST" DATED / JUNE 24, 1996 RECORDED AS PLAN 85 IN PLAN BOOK 309. N11'01'48"WCarol Way � � \ 84.07' 5-/ ,W PLAN ENTITLED "PLOT PLAN OF DUMP AREA SALEM & SWAMPSCOTT TOWNS -1 DATED MARCH 1975 BY SALEM ENGINEERING DEPARTMENT. W I W I S 6.34'44" o 57841 0 % P.K. NAIL Residential Development Z Z \ 7 .77' S78.58.12'W 2 = a 1 z �� AS _ Q11 43.13' a U U AP �� s ° — ° v o wALK Salem, Massachusetts cd'io, y p0, 9- S76.34'4 \rye y0^'hrO 12.72' yGC Issued for cl, Definitive Subdivision Plans L L 4.44 W �R�?502_ 81.19' S76'34'44'W �8 Qe110.09' 6VG SSS ' S78.48'32'W G w �Fp 3.22' BIT SI0EwAIK Drawing Title SUBDIVISION PLAN BIT 51DE11MA`K CAROL WAY SUBDIVISION- - - - - _ — _ — _ _ - - - - - - - - - - - EPVGC Lot Layout Plan DEFINITIVE STREET NAMES- - - - - - - - - - - - - - - - - - - - - OWNER- - - _ - - _ _ — _ - REG. LAND SURVEYOR- — _ — _ SCALE—HOR: 1'=40' - - - - - - ADDRESS- - - _ _ — _ - - _ SUBDIVISION _ SCALE—VER:N/—A- - - - - - - - - - - - - - - - - - - - E PLANS DATE- - -3-12-99 - - - - - SIGNATURE- - - - _ - _ - _ - ING A � �wIoTH> BENCH MARKS USED_ — — — — — _ _ _ _ _ _ _ _ _ _ _ _ _ vGG L�_ VARIABLE - - - - - - - - - - - - - - - - - - - - - - - - - - (PUBLIC Drawing Number SALEM PLANNING BOARD APPLICATION FILED— _ _ _ _ _ BIT sI°Ewa�K (/ - - - _ — _ - - - TFWF (All FINAL PLAN FILED_ _ - - _ — _ C-5 - - _ - - - - _ - - _ - - HEARING DATE- - _ _ - - _ — 40 0 40 80 CLERK Sheet of - - - _ _ _ _ - - _ - - - PLAN APPROVED- - - - - _ — SCALE IN FEET 5 12 - - - - - - - - - - - - — — — — — — — — — — — — — Protect Number • - - -#- - - - - - - - - - — — — — — — — — — — — — — 05243 \\Mawald\LD\05243\Cad\LD\Subdivision\5243plot.dwg i 70&' IN 2' S - R 70..76 _ o _ 12"/-7.155 O� /) - -_- - �' __- -'- rad l /i V 50, 12"res .- '= = 12 �.�` �•�� ' -? - 1 �. -_ �= 4� -',�� ti; - \�- `'\, ; t Vanasse 11` f �f / rr�r,i•r,„a• � ;` _- } \ .�, � 'r-.._-__-'--6_'�_--- + C ~r/!/// ' ..``•. �\ `.6..F.j__ --•.._\_� ` R=G1, !.!..3 Hang en Brustlin Inc. 1=72.4ft \ y /' / /�!r"Q,/f/ !/,r,!/r/,fff/!i/if`f'� . ~<�`•.,, c56,'Cc�}?,I:, /�f'/ 1,-3.36±.7_''�Pc�Z_�:'A`':�cJ;rt•�,-/x.I%'U-__err r/-,f,,es'•.. - _ `\i \ •.. -_y.,;.1,t >� ✓ -- _.. �_O ._r /r/ ! _ \ 11 Ction D2 r_ Land �CVlo m ent Environmental Services / � r t ✓' `fid'\' •-":�• / r � _.. .._ --\ 1 ._ £7 -•-.. \\I --- '`" ---- __._ I 1-140 i,y%% ti+`` '.�: sc5' ~i"1\_ � til O�-, t ir _.'/ `�-14\` �V. �-- t r CB R r r' l i f mi'''l •' -•' `, y t '' �. 101 Walnut Scree P.O. Boa 9151 52.25 t r ------ 1 R=S�;4 (Couto nor SEF Watertown,Massachusetts 02272 1-135 1-143 - -_ f. rj2 \ I 0 PIPES FULL OF WArER,1 12" /=47.8 � �I-144^ 617 9241770•FAX 617 924 2286 1-148' tv°vv`�v',Iv\`v\ 1 It ..'P i ORP .--~��•' i A 1-134 IpE N� 1. 1 L/M/TS OF BORDER/NG ' SIE 1-14�," VEGETATED WETLAND / 20SE 1_LI 11.1 � t \ \\ 1` `\ . \ `.. \ \ ' :• � h 1""J-49.97 t r !/ Z '� rn \\\\\t\�� `\ \r`l\ � ►1 � 1-10> • h�' /rr' \ ` r t 1-1JJ 1-102 Q 1-1J2 POND ELEVATION = 50. 1 -103 rt ter' APRIL 1997 rt r 0 1-104 1-106• DMH15 converted O 1 I 1 •' rLj ti R=58.0 1-109 1-130 \\ CONTRACTOR SHALL 1-105 VERIFY LOCATION OF 7-j0 rtr r EXISTING DRAINAGE PIPES AND INVERTS 1-12�' •. )>RIQR TO CONSTRUCTION 1-112 -..• _ r /! (� 1 t \ AIL '\\\\\' t1 \ t 1-115 1-117 \ \ 1-128 all, 1-114 r 1-127 'VC DMRL 09 h=1029 \,\l \ \ \\ \� 1_126 =62.5 ADJ t / r SIS I 12'"r=942 6";98.9 \ \ \\\`� .�_` _ _ 1-12 1-118 `-}\\ti``��` 1 yA`�-�� '"• 1-120 r t/ rt ``e `\ I 1 >21 rfrrt OS 2 /''!r �O 0 t\ R=64.0 r � ' .. WAL! `` DMN`12 �� DMH 13- - ' `-�� 0� o�G i R=BEL R=648__,-- ---- - L , r 3r�CS h=102.8£' 42 - 1 2.3 12"' 12 1-9 (= 298 \\ r DrQ ` 12 1=92.006- -- 1 CJ \Q CH R-'112.14 `=10 C 7.6 ! EXISTING t 12 Rp.� MAIL HOUSE p ! C 15 / CCB R=89.8 s✓��=72,77 '� ✓1� / ,p I.-6" _ B 14 erti 2 r= J (2)1 '7 R- g ;2 1=73 g _ _ �-- X68 r' RMER t 1 _ ' N 12 D +f a - 1 L f r 02 ftp v cc9 s'c� O c �0 8'2' �7g�\ - \ \ __.� ! \ I04 r T c - r 1 _ , X_-.--•-�4p, / q! � ` �• _ � ?O ..\\\ �. m\ �..•. .,,1 1 y t\fD7 I " I i r2"/_45 i T O� F ' lyra 1 t h� ? S t 0 D a Co qoo t DMH R=.70.3 Q' .lfD 1 p rr=aea2 • r I f'Ca 2"1=84.4 •`',. 1?�� // \\t ' ! i lr \\ \ rl ! ! j CB, 12 �`�C& =97.41 ✓ 3 D 11 \\ \I\�\� 1\ R=70.5 12'1=94.5 12'1-94.9 1 2� r 1 1 I ��� 1 if i /EP , 1 v t CB 1.3�" v PROPOSED t FES 10 i' f I� X92 _ R=70.5 `• FO ��� 20i' WIDE \I .5 CO R=88.67 9CUTILITY (2)12"1=84.4 `BBEASEMENT � \\ ` OUT Ih j J t i No. Revision Date ppvd. � 1O j \, R="67 10 f Designed by Drawn by Checked by /I 12'1=83.2 \\ t ,{2 12"1=8.3,6 �\ t --- 1 1 t , \ ! CAD checked by Approved by 4 12";B'7 '�` r t LEDGE FACE 1 t 1 { t i `•. rr � � Scale n=40� Date 3/12/99 � 1 1 / + Project Title r ' / r \ Carol Way ! I $¢__� ,, o , Residential Development _ r WALL WITS D L�f Z Z _ `'`% '•, rM1• 47 i ivm a � ` 1 LA1VI3 �G4PE � \ WITH t?&40E - 3Q � t t U U _ � _ _ SAO, Salem Massachusetts StVG� K G`d R=&77\5, Issuied for ' --------___-_ ----- � � � � >� I Definitive Subdivision Plans G L \ 12'D C \ C9 9-68.27 DMH 14 � b9�t - R=75.2 t I VGC 2.5t B/T Drawing Title SUBDIVISION PLAN � BIT SI°EWALK CB 10 1 ` , R-72.6 WAY SUBDIVISION- - - - - - - - - - - - - - - - - - - - - - VGC GradingIn an Drainage CB 11STREET NAMES- - - - - - - - - - - - - - - - - - - - - R=72.6DESINITIVE Plan OWNER- - - - - - - - - - - REG. LAND SURVEYOR- - - - - - - SCALE- 1" =40" rC8 R=6825ADDRESS- - - - - - - - - - 12'1=64,SCALE-VER: N�A - - - - - _ 12,9 r2' 1=6.2 - - - - - TE \EP DATE- - - -12- 9 SIGNATURE �, vc A WID BENCH MARKS USED- - - - - - - - - - - - - - - - - - - RI/ ABLE C / - - - - - - - - - - - - - - - - - - - - - - - - - - ( L / Drawing Number P BLS SALEM PLANNING BOARD APPLICATION FILED- - - - :SIDEWALK _ TI-1 AI RN AN FINAL PLAN FILED- - - - - - - C-6 - - - - - - - - - - - - - HEARING DATE- - - - - _ - - 40 0 40 80 CLERK - - - - - - - - - - - - - PLAN APPROVED- - - - - - - Sheet of SCALE IN FEET 6 12 Project Number - - - - - - - - - - - - - - - - - - - - - - - - - - 05243 \\Mawald\L,D\05243\Cad\LD\Subdivision\5243plot~dwg ~e. .fH3 CB . 90 90 o P� o J o _..._ SMH13 14711 _.... ..._ 2'W iL L!S Vanasse Hangen Brusthn, Inc.H vi c6 6"1Y52 p� gTE c0O M N N N O 5MGOO ,q / ) '*o roo0 o� HIGH POINT ELEV = 74.71 -, I / Transportation On-KLr *�no a�n / �' .. t=68.2 +o���� +off +off HIGH-POINT STA = 1+04.61 N to N 04 04 / = 1+34.79 ��� . 1 Land Development f R= 3 m i--� m a z PVI ELEGY = 75.41 �` / 7' 12" /=46.0 avironmental Services ocno zzzz c�cnac? v-.Fxz -�- A D- 80 _ J oo. o 12 �.� - �_._� ` / K 00 00 2 5 06 ror`O o 1-797 125.0 v \ ��� ,->96 / r _ 101 Walnut Street,P.O.Box 9151 1-199 / / \ M z 0 r-198 >? / R=51.1 - __ 4 Watertown,Massachusetts 02272 o o r-w Wx x + x o o n u�l 7 140 617 924 1770 FAX 617 924 2286 aaa�> ma�> 1-141 1-142 , :. 3 MH M �? U'R z ( RY - J O J O J O / / / \ \ N t` /' 1-195 1-149 1-144 �` G�0 12" I=47.8 -rr�EsLu or w,ar � -_ o r1Uivico U M co / ^ �j; 1-145 t ;� co to(0 F_ F- o)ro) K_0 "r)O0 OOp / N n ! \ fN or)00 N+a01-F-F- +oiH +aim h N 1-134 Y �lo ' 1-14 Nc0(r0_'D_'j toNtaW Nwx / r n ( 0� 20 PSE ♦'' +� 'Q LIMITS OF BORDER/NG M CA oyRzzzz mNRz oN& z/ / / l W \ l/EGETATED WETL4N0 E f LLI 1-101 -- 1-102 1 �- Co N 00 co to H F- ?, `• , `r o z z:3 o= I € 1-,32 POND ELEI/.4T/ON = 50.1 1-101 � f +CO o +oo L / x 54,Bs 04 APRIL 1997 0 T PROPOSED GRADE APPROX. LOCATION �O- AP� ov�a:zzz oNo:? � F2- 5�.fi � I 4• OF GAS LINE �i. - 1-104 1-1063'. f R rAPPROX. OFLOCA LINE - 70 / 4r 0 F� f, DMH15 converted \� ��•' h 70 _. h - - -1- - - - - --- - -- 1-790 1-105 Cl7 + J o /,__ �jiJ 2 R 580 v ono 1 CONTRACTOR SHALL I 53.40 CB 0 uJ c6 1 11 Y p GROSVENOR HOUSE ") 0)Lo I VERIFY LOCATION OF -53.4 D H1 ,1-1 t' EXISTING DRAINAGE = 0 OU opU)zzp SLOPE 0.020ft/ft R .PIPES AND INVERTS _ _ ` �1a x+NE �� SLOPE 0.020ft/ft L 12"D 1-129 PRIQR TO CONSTRUCTION 1-172 - �� P�;' NURSING oM�oo:a ar t / 12" DIA RCP - 1-113 - _ i HOME / - 1 117 1-128 _ _ E p 020ftlft SLOPE-0.033ft/ft L 1-114 12" DIA RCP 1-126 1-125 - EX D _ \ S` t - SLOPE 0.027ft/ft R 1-127 ^� •�• 62.5 ADJ y, z H 1-118 4 /`: I 1 12 I=58.50 DM 13 r ' SMx R-57.62 I=55.95 ST Gf} ° " yr ra"r-57.29 1 _ =54.799 EXOUT 11 e )NTROL SLOPE 0.020ft/ft J OU h�/ y� 3ox R=64.0 121 DIA RCP /1V / O DMH 12 DMH 13 � I= =62.00 8 ATErific) SLOPE 0.023ft/ft � 0 '4/ 60 �� --__- _ _._ ____ _ _-- - -- ----- ---12-DIA-RCP- -..-- ---._._ _.._ _ _ _ _ _- 60 R=68.3 R=64.8 / j I=61.90 OU -65.00 CB 14 I=60.80.', DMH12 / 'O SLOPE 0.020ft/ft _ 62:3 �° OUT 1CB 1 - (OUT SLOPE 0.031 ft/ft SLOPE 0.033 t/DIA RCP I=62.10 DMHI l I-59.70 12" IDIA RCP 12" DIA RCP SLOPE 0.030ft/frtISTING MAIL HOUSE \ 12" DIA RCP ir' C 15 CCB _ ft R=69.8 t E p•020ft/ I=65.8 OUT 12" p1A RCP �TI�ITy Q / ,SID-; B 14 R= 7 cc /cONrROL I=65.8 OUT \ B VAI VE c 04 50 � 50 3100 +00 12"D L OT 02 � o ¢ I ~ t>o rRRrsar�v T DATUM ELEIV lZ' C0 45.00 I ; VH -aa.92 DMH 11 nO to In NO OUr U)(0 •-N 'q:r, rr; std• .�.`!t 1=76.42 o a.r ad so o �i co.r N.r vi ri PO WH R-84, 2 9R=70.3 eco (Oo nm �n Gorr 00 P, 00 1" n� nnI=66.20 CB 12 c 2"1 75 I=66.20 CB 13 L{ I=63.20 OUT 4+00 3+00 2+00 1+00 0+00 jz CB 12 A' R=70.5 2t I=66.5 OUT v� CB 13 a ;c,v FES 10 PROPOSES.;,.�, c I= .5 OUT No. Revision Date ppvd. oo co m n r� co N c� R=70.5 FORMER 20' WIDE I,a.rr:''" o c l ai (6 ri (o ri I=66.5 OUT �o / EASEMENT m r- r- m 00 ro r- r- LOT A �ry UTILITY � \ / \ Designed by Drawn by Checked by 1 O I CAD checked by Approved by Scale Date 3/12/99 o c0 o u) oa rn o \ LEDGE FACE \ /� Project Title G r ` AGE T/FA/CA / Carol Way rRor�oL1 / Residential Development CAROL WAY p° VALiE J HORIZONTAL 40 0 40 80 sroNE L4NosCAOE u) �� WALL W17H wLL 0, I / 1 C VERTICAL 4 0 4 8 m ,Ar PNN1N.souA.�E / uPt } �. Salem, Massachusetts m W-L VDSCARE c 1 QL. N1TrlLRE ,L3 n > I Q/ �r? pa� Issued for SCALE IN FEET ``�, � � � � �ASK � Definitive Subdivision Plans 1 0 GV B VGC 1 � 12'D C 1 I Drawing Title DMH 14 SUBDIVISION PLAN R=75.2 /� I=71.00 �CCS 16 B17V S�EWALK Carol Way CAROL WAY SUBDIVISION- - - - - - - - - - - - - - �F I=71.00 t7 _. t F, . _ f 7-,'DtJ 4 - - - - - - - - i� �� I=70.90 OUT ALK 2.5t �'` Bir siDEw CB 10 STREET NAMES- - - - - - - - - - - - - - - - - - - - - R=72.6 VGC -' I=66.6 OUT ` Street Plan and Profile DEFINITIVE OWNER- - - - - - - - - - - REG. LAND SURVEYOR- - - - - - - EP C8 11 Y R=726 �" DMH 10 SUBDIVISION SCALE-HOR: 1""_40" - - - - - - ADDRESS- - - - - - - - - - I=68.6 our R=7 SCALE-VER:-!"--4 - - - - - - - - - - - - - =67 0 DATE- - -3-12-99 - - - - - SIGNATURE- - - - - - - - - - =` =67.10 CB 11 OUT) PLANS f � I=67.70 OUT BENCH MARKS USED- - - - - - - - - - - - - - - - - - - _ __ _ _ _ _ __ _ _ _ G AVE TN> Drawing Number - - �7/1l1z1 �QRII V /�IAB�E W/D SALEM PLANNING BOARD APPLICATION FILED_ - - - - - VGC I � PUBLIC VA - - - - - - - - - TFW[ v(AN FINAL PLAN FILED- - - - - - - SID LK ' �� �,�, C-7 HEARING DATE- - - - - - - - CLERK ""`-` Sheet of - - - - - - - - - - - - - PLAN APPROVED- - - - - - - 40 0 40 80 7 12 • - - - - - - - - - - - - - - - - - - - - - - - - - - Project Number SCALE IN FEET 05243 \\Mawald\LD\05243\Cad\L.D\subdivision\5243plot.dwg 7 7-1 77 TM71 i NOTES: NOTES: Vanasse Hangen Brustlin, Inc. 24" DIA. 1. ALL SECTIONS SHALL BE DESIGNED FOR 1. ALL SECTIONS SHALL BE DESIGNED FOR NOTES 15' MIN. Po ACCESS HS-20 LOADING. HS-20 LOADING. 1. ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADINGT rtatlon . ? 2. COPOLYMER MANHOLE STEPS SHALL BE 2. PROVIDE "V" KNOCKOUTS FOR PIPES WITH Land Development ° INSTALLED AT 12" O.C. FOR THE FULL 2" MAX. CLEARANCE TO OUTSIDE OF PIPE. 2. PROVIDE "V" KNOCKOUTS FOR PIPES WITH 2" MAX. CLEARANCE TO Environmental Services I I DEPTH OF THE STRUCTURE. MORTAR ALL PIPE CONNECTIONS. OUTSIDE OF PIPE. MORTAR ALL PIPE CONNECTIONS. 48" DIA. (MIN.) 3. PROVIDE "V" KNOCKOUTS FOR PIPES WITH 3. JOINT SEALANT BETWEEN PRECAST SECTIONS 3. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE 12" -� �' z BUTYL RUBBER. ,,. � Q 101 Walnut Street,P.O.Box 9151 ALTERNATE TOP SLAB 2" MAX. CLEARANCE TO OUTSIDE OF PIPE. SHALL BE PREFORMED BUTYL RUBBER. MORTAR ALL PIPE CONNECTIONS. o 4. CATCH BASIN FRAME AND GRATE SHALL 4. DOUBLE CATCH BASIN FRAME AND GRATE SHALL BE SET IN FULL Watertown,Massachusetts 02272 _ 617 M 1770 FAX 617 924 2286 4. JOINT SEALANT BETWEEN PRECAST SECTIONS ' z ,.. 24" SQUARE BE SET IN FULL MORTAR BED. ADJUST MORTAR BED. ADJUST TO GRADE WITH CLAY BRICK AND MORTAR oo- ----- APPROX. LIMITS SHALL BE PREFORMED BUTYL RUBBER. `� OPENING TYP '• TO GRADE WITH CLAY BRICK AND (2 BRICKS TYPICALLY, 5 BRICK COURSES MAXIMUM) a Q I OF ENERGY FINISH I I MORTAR (2 BRICK COURSES TYPICALLY, a.o j DISSIPATION z I 48 DIA. (MIN.) I BOWL ' GRADE 8" 24" DIA. 8" � 5. DRAIN MANHOLE FRAME AND COVER i � � 1 5 BRICK COURSES MAXIMUM) ----- _ N ACCESS SHALL BE SET IN FULL MORTAR BED. _ - --__ ADJUST TO GRADE WITH CLAY BRICK AND ALTERNATE TOP SLAB of o 14: MORTAR (2 BRICK COURSES TYPICALLY, SAFETY BAR(S)SEE 0 NOTE 5. 5 BRICK COURSES MAXIMUM) FINISH GRADE 8" 24" 8" FDOUBLE CATCH RAME & GRATES DRILL DRILL AND MORTAR HORIZONTALLY ao z a SQUARE FINISH GRADE MORTAR SHELF NO. 6 REBAR EQUALLY SPACED 00 Z m SEE NOTE 4 TO PREVENT 18" - 1 BAR 24 PLAN z N k V) i a SEE NOTE 4 COLLECTION SN 30" - 2 BARS <0- STEPS, SEE ;� La ¢ NOTE 2 36" - 2 BARS I APRON EDGE TO OZ 0 LL, j SEE NOTE 4. v zo Q •. .� 48" - 3 BARS WITH BE EFLAREDLEND ^,. cn F z m ... .. 24" x 36" 8 NOTE: SAFETY BARS TO BE z UJ H_J ` ` SAB - .M N ON PLANS WHERE INDICATED ( � INVERT ELEVATION j OPENING ). I (TYPICAL) • SHELF TO BE CONCRETE 0 � SEE NOTE 3 d a FORMED AT A SLOPE OF o z ¢0 48" DIA. MIN wow 48" DIA. MIN. 1" PER FOOT (FOR PIPE o N~ SEE NOTE 3 48" DIA. MIN. OUTLET 4' 4' F SIZES 18" AND LARGER) E W a i HOOD OUTLET z i- ----- DIA. PRECAST FLARED END SECTION N I OUTLET vwi z i VARIES T______ _ I SLOPE 1:1 MAXIMUM DIA. I p ___�------- v N INVERT ______J-------- i�`------ - - RIPRAP STONE PROTECTION VARIES I w zo w R i DIA. N ¢ yy g ; I I (50 LBS. MIN., 125 LBS. AX.) z _ 0 o -- - INVERT "< F ARIES J. cFi w ___�-------- NON-SHRINK _______ 11�1 pip 11 I-- 5 NOTES: ACCGJJ I 1, BASE SECTION SHALL BE MONOLITHIC WITH 30" DIA. , ._ .. . A 48" INSIDE DIAMETER. N v0 ACCESS ' ' 2" X ��" THICK anasse Hangen Brustlin, Inc- STAINLESS PIPE �— " i 2. ALL SECTIONS SHALL BE DESIGNED FOR i STEEL BRACKET 48" DIA. MANHOLE Transportation I i rta Pi, I i i Po O------STAINLESS STEEL 48 DIA. MANHOLE i HS-20 LOADING. STRAPPING Land Development NOTES: ALTERNATE TOP SLAB�� 3. CONCRETE SHALL BE COMPRESSIVE ALTERNATE TOP SLAB FASTENER Environmental Services 1. PIPES PENETRATING THE IMPERVIOUS CORE (STEEL REINFORCED FOR HS-20 LOADING) STRENGTH 4000 PSI TYPE II CEME�gT. FINISH (STEEL REINFORCED FOR HS-20 LOADING) SHALL BE BEDDED IN THE IMPERVIOUS CORE v GRADE 4. COPOLYMER MANHOLE STEPS SHALL BE l Watertown,Massachusetts 02272 3 MATERIAL. FINISH INSTALLED AT 12" O.C. FOR THE FULL f'8'T ACCESS I�8�1 101 Walnut Street,P.O.Box 9151 GRADE DEPTH OF THE STRUCTURE. 617 9 town, FAX 617 924 2286 2. THE BERM SECTION IS SUBJECT TO CHANGE 8" 30" DIA. 8" • AND WILL BE BASED ON THE RESULTS OF ACCESS 5. ALL EXTERIOR SURFACES SHALL BE: GIVEN FURTHER GEOTECHNICAL INVESTIGATIONS. TWO COATS OF BITUMINOUS WATER— ` ; SEE NOTE 6 SEE ,�;;, PROOFING MATERIAL. BRACKET DETAIL NOTE 7 6. JOINT SEALANT BETWEEN PRECAST SECTIONS ¢ �� 4 SHALL BE PREFORMED BUM RUBBIER. U 1= Z C° �U of� FLEXIBLE GASKET U Zo a 0 7. STANDARD SEWER MANHOLE FRAME SHALL w a OR SLEEVE r SEENOTE3 z a BE SET IN FULL MORTAR BED, U Z O 45' WYE W J ADJUST TO GRADE WITH CLAY BRICK AND w o w~ ' OVERFLOW SWALE w N MORTAR (2 BRICK COURSES TYPICALLY, U N U J 0- STEPS, SEE (SEE DETAIL) w Z a o NOTE 4 5 BRICK COURSES MAXIMUM) NOTES: 8' MIN. O w 4 USE DROP (MANHOLE U N INLET 48" DIA. MANHOLE MIN 2' 4' WHEN THIS DIMENSION 1. BASE SECTION SHALL BE MONOLITHIC TOP OF BERM V) _,,,—REMOVABLE CAP IS EXCEEDEID WITH A 60" INSIDE DIAMETER. n o z INVERT TO IBE INVERTED ARCH 2. ALL SECTIONS SHALL BE DESIGNED FOR _OVERFLOW WEIR (SEE DETAIL) z 48" DIA. MANHOLE O p 45' ELL/BEND o WITH CLAY IBRICKS LAID AS HS-20 LOADING. 2 1 1 2 �o w v or A STRETCHERS AND ON EDGE —F W o! rLi .IMPERVIOUS:::::::::::::.:.. o: SEE NOTE 6 1 1 1 �1 U N cn 3. COPOLYMER MANHOLE STEPS SHALL BE X I ..::::.;;.::::' :::::::::::::';::;:CORE::::::::::; ::;:::. w a . cn � v) ir ¢ . INSTALLED AT 12" O.C. FOR THE FULL Q FLEXIBLE WATERTIGHT w BRACKETS SET 2' O.C. 4 • SHELF SHALL BE BRICK LAID DEPTH OF THE STRUCTURE ................. i Ln (SEE DETAIL) FLAT AT A SLOPE GASKET OR SLEEVE i _ _ _ _ _ _ _ Z .. OF 1`/1 FOOT 4. ALL EXTERIOR SURFACES SHALL BE GIVEN I O FLEXIBLE GASKET O 0 C 0 TWO OATS OF BITUMINOUS _ _ _ _ _ _ OUTLET SEE US WATERPROOFING ' ....................................................................: / . / F .`. OR SLEEVE NOTE 5 ;:\\ OUTLET U z — MATERIAL. W�' i PIPE z ,;,, *, FLEXIBLE GASKET 5. JOINT SEALANT BETWEEN PRECAST SECTIONS EXISTING :::��/' /y w =;. DIA. o a GROUND ''� Yi �\ V) w 12" yY>Y':;! VARIES Z COMPACTED o U SHALL BE BUM RUBBER. 90' ELL/BEND OR SLEEVE SUBGRADE m TYP. - r`r n , "`." v N OUTLET AND GRATE OUTLET CONTROL ,. V) Jo 6 SHALSEWEL BE SET IN MANHOLE FFULL EMORTAR BED. STRUCTURE o' 0` o`o .. .. 4...':. ,.o,a. :. p'`b!00, w Z 4 (SEE DETAIL) 'a'.b° '° c� °�, "°Q �,.;.•. cv' ro o ADJUST TO GRADE WITH CLAY BRICK AND q o :Oa 0 Q:RJ^ �' a CEMENT .. ° 12• MORTAR (2 BRICK COURSES TYPICALLY, o 0 a o o. .i3 0 .q a. .••°, . ,°. .-. :p0..; ,... o ._0 0° CONCRETE 5 BRICK COURSES MAXIMUM) • ` r�/�/ i\/,� / \/ ,� \r).r\ a ra r\ \/�/> r\ a n d • •. „. . •A. ' TYP. SHELF TO BE BRICK \ INVERT TO BE INVERTED ARCH °� o a%o o�0 0 o o°O o 0 ° o Eb c °° ° 8 0 LAID FLAT ATA WITH BRICKS LAID AS STRETCHERS 0°°oO °o 00-0°00 q 9 °00 O° 0 g ° 8 °° ° O 0 00.*.0 SLOPE OF 1"/FOOT AND ON EDGE. o O o o o 00 0 om �° 0 ° o o 0' °C2 m o0.� 0 � 12" COMPACTED BRICK CHIP AND Ny � %////%� \/�// \ ' GRAVEL BORROW MORTAR OR CEMENT BRICK CHIP AND MORTAR CONCRETE FILL GR COMPACTED OR CEMENT CONCRETE FILL COMPACTED SUBGRADE GRAVEL COMPACTED SUBGRADE Detention Basin Berm Section Sanitary Sewer Manhole (SMI Exterior Drop Sewer Manhole Type A (DSM LD-DBBS A REV N.T.S. LD-201 A N.T.S. LD-203a A N.T.S. i NOTES: DISTANCE VARIES 1. TRENCH DRAIN SHALL BE HEAVY DUTY TYPE SEE DRAINAGE PLANS DESIGNED FOR H:S-20 LOADING. 2. CONCRETE SHALL BE COMPRESSIVE { A TRENCH DRAIN STRENGTH 4000 PSI, TYPE II CEMENT. 3. TRENCH DRAIN SHALL BE INSTALLED 0 0 0 0 0 0 PER MANUFACTUIRERS INSTRUCTION. 12• 12"f 000 00� _ DIA. (MIN.) VARIES TREATMENT VARIES 0 0 0 0 PAVED AREA LANDSCAPED AREA GRANITECTICAL URB0 0 Q 0 0 STEEL REINFORCED PRECAST CONCRETE CURB COMPACTED TREATMENT VARIES GRANULAR FILL COMMON FILL/ 1" CHAMFER A ORDINARY BORROW I PROPOSED BIT. PLAN :SEE DRAINAGE PLANS TACK COAT CONC. PAVEMENT (FOR PIPE SIZE, LOCATION ,AND INVERT ELEVATION PROPOSED BIT. No. Revision Date vd. SEE DRAINAGE PLANS PP TYPE C GRATE OPENING � TACK COAT FOR RIM ELEV. N , 1 CONC. PAVEMENT LJ /�\ / /// /,/ SLOPE VARIES SLOPE VARIES \/Q1 \ \N\,\ a INSTALL CEMENT CONCRETE Designed by Drawn by Checked by / / ^ INSTALL CEMENT CONCRETE IF o o c}� o //\\ ,, , (3,000 PSI TYPE I) ° / DEPTH AND SURFACE • CURB IS SET AFTER BINDER �p CAD checked b Approved b \� IF CURB IS PLACED Y PP Y 5=1� PER FT. \j o o /\ TREATMENT VARIES /Tye/ ,/�;�//\/ T�//\/T o moo COURSE IS IN PLACE � j,\/, /\i� /� /� /\!/ AFTER BINDER COURSE TYP. \� ° o \ /\\/� \i��i\\i\.\i� \ir\\ir\\j/\ o O O /\�\i"\`i\ /�\i.��ia\i;�/ C6 q ° o0 0 / v 6 b ° ' ^ \\/\ O o 0 d- 4 .-. O o o t scare N.T.S. Date 3/12/99 DEPTH VARIES ? ' a\ 00 0 / °o ° 0 0 Z 0 Project Title ° \\ v : Oo :,. 4. 0 Ooo 000 oo,°o v �/ 000o p : :!0 ;o o� O°° 000 000°O je 00° O o ° O°q7 ° 00 0o O o0 Q., \ 00° O O o ° O°°0 ° pO ° ° ° V ° 08 0 ° oo ' 4_ °� 000 O0 00VVoo \ 0° °� �o� 080000 PROFILE 00 — WARNING TAPE �jl\ 00 ° a .4 i O 0 �//� o ° O o Carol Way o o q \� (WATER ONLY) a//\ 0 8 0 0 000 °0 �j 00 8 o O o 0 °0 J \' NEENAH FOUNDRY COMPANY Q \ \\ �\ o .: 0000 ° 0o °° 0 0 -CO 00 0%o \\ •O°° 0°0 °° 0 0'0 °Cp O o°°° Resldentlal Development HEAVY DUTY TRENCH FRAMES SURFACE TREATMENT \� °o�7-�-.0 `., ¢:.° `< \ O o 00°0 00 0p 0 ° o° \ O O ° 8 0 00 0 0 ° o� in Uo:< I :.: a 0 0 0 0. Q 0 0 ° a o O �� VARIES *Cl /� .°°4.Qo::; q�;:p.,,.•. o O 0 047 V°0 0 0 °� ° ' o O o°00 oV oo°°O o ° O °0p °o WITH GRATE TYPE R-4990—DX \ -o , b \� \ O 0 O \ 8 O o U ���/ o:° o..:' ' E' \/ COMPACTED • �\/� O O o ° o 00 8 0 0 oo , �//\ o ° o O o o 0 o OR APPROVED EQUAL i�Y o' r • Q'` \\' BACKFILL c° `Y °(YJ ° o°°o °O °0� \/ o ° °°0° '° U �w 8' 0 :.:.; i:a. / / o Oo 8 0 0 //\//\//\ \//\/\// \/// /// oCA o°o / / / / / / / / / / / / U w / / �/ o ° \ \ \ \ \ \ \ \ \ o o° 00 80° 00 \ \ \/ (\\ /\\/\\/\ \/ ° p° ° 0 0 /,. ,. X� \ \\ 0 0 HAND TAMPED HAUNCHINIG a \ p o 0 0 0 \\/ T/ 0a\, / 8 °° 8 \ ,�,�/,> 0 0 8 ° °0 8° , /, Salem, Massachusetts \ o 0.0 COMPACTED BEDDING % �/\/ //\/ / /\//\//// /�\ / / / //\\/ / \ 6. O i:. \/ \ \ \ \ \ \\ t 6" BY 214" DOWEL SOCKETS \/\ \ / \\/ \ \/\\ Issued for o a •' o \, >/\ �,/i /\,, � � r/�• ,, /�'i� /\,,/i COMPACTED °Cb O o g°OQ� a a �O°g ° co O° OFALL ALLBCURB RNISHED AT SECTIONS TO Definitive Definitive Subdivision Plans SUBGRADE 0� o ° 0 �° `O 18" 6" 6" 6" RECEIVE ifi" DIA. DOWEL L6- 6" 6" COMPACTED O °9 8` S". n g O b6 (TYP) COMPACTED �0 0 d. 4 0 cou SUBGRADE (MIN.) COMPACTED GRAVEL (MIN.) GRAVEL BASE 8" °O BASE ad ° 0 0 o CAST—IN—PLACE 90 0C� a CONCRETE COMPACTED CO ° 4 ° 4 ° 8" ( ) SUBGRADE Drawing Title SEE NOTE 2 o 4 °. c a d ° G GRAVEL BASE Details 0 000 QP go� o opop° COMPACTED fig°OQIO o� o ip 8 OC�O 0�0°g �°g SUBGRADE (Nd 0b Go 0 Cb C�d O 000 000b 00006 SECTION A—A Trench Drain (Type A) Utility Trench Drawing Number �t3' Precast Concrete Curb (PCC) vertical Granite Curb (VGC) LD-113 A REV N.T.S. LD-118 A N.T.S. LD-412 A N.T.S. LD-408 A N.T.S. C-9 Sheet of 9 12 Project Number 05243 \\Mawald\T.D\05243\Cad\LDlsubdivisionl5243det.dwg - i =T I Vanasse Hangen Brustlin, Inc. 1 112" BITUMINOUS SURFACE COURSE PRIME COAT TYPE 1-1 BITUMINOUS CONCRETE Transportation ASPHALT MC-1 - 2 1112' BITUMINOUS BINDER COURSE Land Development o .o.. o ••oo::.: TYPE 1-1 BITUMINOUS CONCRETE Environmental Services " � p o0 0 0 0 0:o°p 101 Walnut Street,P.O.Box 9151 0:0 0 0 0 .o oQ o o . o'o 0 0 12" COMPACTED GRAVEL BASE COURSE Watertown,Massachusetts 02272 4 CEMENT A IN VEHICULAR o 0 617 924 1770 FAX 617924 2286 SURFACE 12" 6" VARIES CONCRETE AREAS) 10 0. o o O o O° °QO° • TREATMENT BIITUMINOUS CURB W.N. o°g•°0 o ° ° ° ° 0 0°$0° VARIES TOOLED JOINT CIONC. PAVEMENT FINISH 6" 2" (1fOP COURSE) 6" REVEAL GRADE 4" CEMENT(6" THICK IN FINISH 1,0 %% MAX. CONCRETE VEHICULAR AREAS) SLOPE —BIITUMINOUS PAVEMENT — x /� ��\`// /\r\� CURB VARIES W.W. MESH COMPACTED SUBGRADE VARIES CIONC. PAVEMENT x :0 0 0 0 0 0000 % GRADE (BINDER COURSE) ( FINISH go o �° ° o 0 ° 6" REVEAL 1,5% (MAX.) 4" /0Z °� //j//j\\ 1.0% (MIN.) \/r ��/\\/�\/ CAROL WAY PAVEMENT SECTION FINISH ��x i �U ° o PAVEMENT �_ x �\ �/r (SEE SUBDIVISION REGULATIONS FOR ADDITIONAL INFORMATION) o ° °gs qo°g° \ 8" COMPACTED \�\ p °O ° o X30 /\�//\�/F GRAVEL 00 8 0, .0* ° p OU ° ° °° o °° /�\�/ Oo 00. oo°� ° ° oOpoo°° O�°° oO oOpo 0`6°° ` \\\\�\\jCOMPACTED `/\ OO oO SUBGRADE o o° o ° g °a o ° °,g ° °° ° SECTION °Ch ° o ° o ° o g g o° °o O o° ° o ° \y /\\\/ ° ° O o O O o 0 0 . O o°°0 0 0 0 0 ° ° Cn p o 0°0 8° ° °° 0 8°i o� i / / j\ �� COMPACTED SUBGRADE 1 112" BITUMINOUS SURFACE COURSE 8 ° ° °o ° o SO) °°o oa o O /i/i r' 1 112" BITUMINOUS BINDER COURSE 0.: .... .. •o o' o ..o O o 00 8" COMPACTED GRAVEL Zj:'°.O. O o. : o •o o. .C'' EXPANSION •:A::O.'o o 'o . • o. .::. o:°: SEALANT EXPANSION o o 00 12" COMPACTED GRAVEL BASE COURSE //n/r/n/r�/r.//i/�/\r� ry\n/r \ \\/\/�\/ /��/\\\�\//\\/ \//Y/\r� //i�/� \/✓./\r\ JOINT SECTION o Q o 0 0 0 (WHEN JOINT o REQ D) SEALANT °Q°o 5 o ° a o ° COMPACTED NOTES: (WHEN Ogo °Q :o 0 0 0°° 0. . ° 4 ° o 0 0 0 ° GRAVEL BASE REQ'D) 1. PROVIDE EXPANSION JOINTS AT MIN. 16 FT. O.C. WITH PRE— " NOTES: COMPACTED MOULDED JOINT FILLER. •'.1/2• NOTE: SUBGRADE CONCRETE COMPACTED SUBGRADE ALL CURBING TO BE MACHINE EXTRUDED 2. PROVIDE TOOLED DUMMY SIDEWALK 1. PROVIDE EXPANSION JOINTS 1/2� • JOINTS AT 4' O.C. AT MIN. 16 FT. O.C. WITH PRE ALL PREFORMED MOULDED JOINT FILLER. CONCRETE 3. PROVIDE BROOM FINISH IN EXPANSION JOINT SIDEWALK - STANDARD DUTY FLEXIBLE PAVEMENT DIRECTION PERPENDICULAR BLDG. FACE OR 2. PROVIDE TOOLED DUMMY 1/2" PREFORMED TO CURB. FIXED OBJECT JOINTS AT 4' O.C. EXPANSION JOINT 3. PROVIDE BROOM FINISH IN BLDG. FACE OR JOINT DETAIL DIRECTION PERPENDICULAR FIXED OBJECT NOTE: TO CURB. JOINT DETAIL CHANGE AND WILL BE BASEDEON THENT IRESULTS IONS EOF SUBJECT TO GEOTECHNICAL INVESTIGATIONS. Cape Cod Berm (CCB) Monolithic Concrete Curb & Sidewalk (MCC) Concrete Sidewalk Bituminous Concrete Pavement Sections 1D-411 A N.T.S. LD-415 A N.T.S. LD416 A REV N.T.S. LD�418 A N.T.S. I UJ STAKES 3 (2 PER BALE) 1'x 1'x 4' WOOD STAKE ,. cn ........................................... OR APPROVED EQUAL cv BALED HAY OR STRAW SILT FENCE MIRAFI 10Ox OR 1"x 1"x 3' WOOD STAKE, ` APPROVED EQUAL 112"x 3' REINFORCING STEEL BALED HAY OR APPROVEfD EQUAL •. ''•; •, r:'•' ;' •, to Li .. OR STRAW 1112" STONE 6" DEEP • - -3 i- --3✓- 3 U Z ' I Q w STAKES FILTER (2 PER BALE) %. %. % %,::. FABRIC N No. Revision Date ppvd. •.j. - p -�.. is •'i: -'i: "i: `i:r•- .3 s t, / 1"x 1'x 3' WOOD STAKE, 112'x 3' ;;:,;:,,: ,, Designed by Drawn by Checked by / REIN FORCING STEEL OR APPROVED PROTECTED _ / Y PP Y EQUAL (2 PER BALE) CAD checked b A roved b AREA / PLAN VIEW WETLAND / WORK / ':' _ .;=:`: (WETLAND) 0 Scare Date y AREA / f 1112" STONE 6" DEEP N.T.S. 3/12/99 1"xl"x3' WOOD STAKE, Project Title / 3 BALES �_1' OVER AP 1"x1"x3' WOOD STAKE, CATCH BASIN 112'x3' REINFORCING STEEL STAKED BALES / 1 " // (Np,) h x3' REINFORCING STEEL GRATE OR APPROVED EQUAL Carol Way OR APPROVED EQUAL FLOVV PROTECTED / AREA: FILTER Residential Development EXISTING EMBANKMENT FABRIC TOP OF Y SET 4" INTO " 0 / GROUND v1 SLOPE I GROUND GROUND 5 __ __ � FLOWS i FLOW / �--— — — 2" (MIN.) �y\y\/ "Ai 8" MIN.) 4" EMBED Salem, Massachusetts 4" EMBEDMENT i.` 1Z, �4" EMBEDMENT ( (MIN.) Issued for (MIN.) (TYP.) 4" EMBEDMENT 8" (MIN.) Definitive Subdivision Plans B 8" (MIN.) SECTION VIEW ® ® s NOTES: NOTES: 1. ENCLOSE STRUCTURE WITH HAYBALES IMMEDIATELY AFTER CATCH BASIN CONSTRUCTION. A 1. THIS CHECKDAM SHALL BE INSTALLED IN A DRAINAGE SWALE WITH BED WIDTHS MAINTAIN UNTIL PAVING BINDER COURSE IS COMPLETE OR A PERMANENT STAND OF Drawing Title WOOD STAKE OF 2 FT. OR LESS. GRASS HAS BEEN ESTABLISHED. JOINT DETAIL 2. THE DISTANCE BETWEEN HAYBALE CHECKDAMS SHALL BE DETERMINED BY THE 2. IF GRATE IS AGAINST EXISTING CURB THEN HAYBALES ARE TO PLACED AROUND Details SLOPE OF THE SWALE. CHECKDAMS SHALL BE SET AT EVERY 2 FT. DROP IN THREE SIDES OF GRATE ONLY. SWALE ELEVATION. NOTE: 3. WHEN STAKES MUST BE DRIVEN INTO PAVEMENT THE CONTRACTOR SHALL USE PUT ONE HAYBALE PERPENDICULAR 3. BALES SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS REINFORCING STEEL STAKES OR DRILL HOLES. ALONG HAYBALE BARRIER (100' O.C.) AND REPAIR OR REPLACEMENT SHALL BE PERFORMED PROMPTLY AS NEEDED. 4. GRATE TO BE PLACED OVER FILTER FABRIC. 5. BALES SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS AND REPAIR OR REPLACEMENT SHALL BE PERFORMED PROMPTLY AS NEEDED. Silt Fence/Ha Bale Barrier Drawing Number y Haybale Barrier With Checkdam Haybale Checkdam (Narrow Swale) Catch Basin Sediment 17rap LD-601a A N.T.S. LD-604 A N.T.S. LD-605 A N.T.S. LD-1607 A N.T.S. C_ 10 Sheet of 10 12 Project Number 05243 \\Mawald\LD\05243\Cad\LD\subdivision\5243det.dwg f Vanasse Hangen Brustlin, Inc. HARDWOOD STAKES DEADMAN OR 1/2 INCH DIAMETER Transportation STEEL ANCHOR BLACK REINFORCED RUBBER rtatlOII OR DEADMAN (TYP.) HOSE (ABOVE FIRST BRANCH) Land Development TREE PIT TREE PIT Envimnmental Services GUY WIRE - SEE ATTACHED SCHEDULE ROOT BALL ROOT BALL 101 Walnut Street,P.O.Box 9151 GUY WIRE BLACK REINFORCED RUBBER 1/2 INCH DIAMETER GALVANIZED EYE AND TURNBUCKLE Watertown,Massachusetts 02272 HOSE (ABOVE FIRST BRANCH) T 617 924 1770 FAX 617 924 2286 ROOT FLARE SHALL BE SET PLAN THREE STRANDS OF #110 GAUGE GUY WIRE (CABLE) 2" ABOVE THE ESTABLISHED TWISTED GALVANIZED STEEL WIRE SEE GUYING SCHEDULE FINISHED GRADE. SIT ESTABLISHED ROOTBLL PLANT 1 INCH ABOVE LAN FOR REQUIRED No. OF GUYS DIRECTLY ON UNDISTURBED SOIL SURROUNDING GROUND 2"x2'x8' HARDWOOD STAKE (3 STAKES PER TREE) 3" PINE BARK MULCH, DO NOT TIGHTEN AS SHOWN. PLACE MULCH WITHIN 3" OF TRUNK. 3" PINE BARK MULCH. DO NOT COVER STEMS OR TRUNK. UNTIE AND CUT AWAY BURLAP DEADMEN, SLOPE TO FORM 3" HIGH SAUCER. FROM 1/3 OF ROOT BALL (MIN); TREE SHALL BE SET PLUMB, EQUALLY SPACED IF SYNTHETIC WRAP IS USED, REMOVE COMPLETELY. AFTER SETTLEMENT NOTE: TRUNK FLARE SHALL BE SET USE GUYING SCHEDULE BELOW FOR SLOPE TO FORM SAUCER. 2" ABOVE THE ESTABLISHED DECIDUOUS AND EVERGREEN TREES PLANT BACKFILL MIXTURE. FINISHED GRADE. SIT ROOTBALL OVER 4" CALIPER. PLANT BACKFILL MIXTURE. DIRECTLY ON UNDISTURBED SOIL. 3" r / 3" PINE BARK MULCH„ DO NOT PLACE MULCH ALTERNATE CHOICE: WITHIN 3" OF TRUNK. r\/\ STEEL ANCHOR EXISTING OR COMPACTED / I 3" SLOPE TO FORM 3" HIIGH SAUCER. ;� ;� SUBGRADE \% \ /�/\�///� HOLE - THREE TIMES ROOTBALL DIAMETER WITH SLOPED SIDES \ r�N//.� / \/ \// `/� \ r�jTj\ \�\a UNTIE AND CUT AWAY BURLAP �\ PLANT BACKFILL (MIXTURE. GUYING SCHEDULE /r �/y FROM 1/3 OF ROOT BALL (MIN); TREE CALIPER 4'-6" 6'-8" 8"-10" 10"-12" HOLE - THREE TIMES ROOTBALL DIAMETER, IF SYNTHETIC WRAP IS USED, UNTIE AND CUT AWAY BURLAP REMOVE COMPLETELY. FROM 1/3 OF ROOT BALL (MIN); TURNBUCKLE 5/16"x 5/16"x 3/8"x6" 1/2"x8" WITH SLOPED SIDES IF SYNTHETIC WRAP S USED, (GALVANIZED) v NOTE: \\�%`\r /\/\/\\/ / /\� REMOVECOMPLETiELY4-1/2" 4-1/2" EXISTING OR COMPACTED SUBGRADE " LOOSEN ROOTS AT THE OUTER 18" ` �i/i\✓�1i/f�`y� # GUYS REQ'D. 3 3 4 4 EDGE OF ROOTBALL OF SUBGRADE WIRE OR CABLE 1/8"DIA. 3/16"DIA. 1/4"DIA. 5/16"DIA. CON1fAINER GROWN SHRUBS. HOLE - THREE TIMES ROOTBALL DIAMETER, DEADMEN SIZE 4" DIA. 6" DIA. 8" DIA. 10" DIA. WITH SLOPED SIDES DEADMAN LENGTH 24" 24" 36" 48" Shrub Planting Tree Planting (For Trees Under 4" Caliper) Tree Planting (For Trees Over 4" Caliper) LD-500 N.T.S. LD-501 A N.T.S. LD-502 A N.T.S. I , MUNICIPAL STANDARD TIE WIRES HYDRANT TOP RAIL 4'-0" O.C.• PUMPER CONNECTION /-2" DIAMOND MESH FABRIC TO FACE ROAD. FINISH CENTER RAIL GRADE . FACE OF CURBING 3' TYPICAL SEE NOTE 2) TRUSS ROD GATE VALVE WITH (OR TO MUNICIPAL STANDARD) BUTT JOINT (TYP) 3 PIECE RISER, BOX AND COVER PAVEMENT O IIII SURFACE No. Revision Date ppvd. 4 W1,U U 3"-6" CLEARDesigned by Drawn by Checked by CAD checked by Approved by ELEVATION 1'-4" 3'-8" ?' -- scale Date N.T.S. 3/12/99 Project Title I I _ LED TOP RAIL BACKFILL ,.� Carol Way FENCE FABRIC THRUST BLOCK - MIN. Residential Development 6"X8" WOOD BEARING 9 S.F., DO _ POSTS ® NOT BLOCK DRAIN. f CORNER, END OR I z 4"x10" WOOD RAIL 4'-0" O.C. LINE POSTSI CENTER 0 (PROVIDE 2, Sib" 6" DIA. PIPE % RAIL z Q M TEEGALVANIZED BOLTED E \r Salem, Massachusetts no CONNECTIONS PER 1" WASH I POST PER RAIL) "o LLD Of Issued for UJI I vu� i_ 2% \ •. \� 20' (MIN.) FIN. GRD. UNDISTURBED EARTH OR COMPACTED EMBANKMENT Definitive Subdivision Plans I A %�\ MECHANICAL \� pp �j JOINT (TYP) ° °o \i CONCRETE FOOTING CURB I j N -451 (2500 PSI) ✓\/70 \i to /�✓.tic is ., . �\ \! ,�\/\\,� �y CONCRETE 18"X18"X6" �--`� Drawing Title 10" DIA. ® LINE POSTS THRUST BLOCK CONCRETE BASE OR 1'-4" ® CORNER, COMPACTED CRUSHED STONE PULL OR END POSTS FINISHED I SUBGRADE (MIN. 1A C.Y.) Details SECTION SURFACE t_ _J NOTE: 1. CONCRETE THRUST BLOCKS TO BE USED ONLY WHERE THEY CAN BEAR ON UNDISTURBED EARTH AS SHOWN. USE CLAMPS AND TIE RODS OR OTHER ACCEPTABLE METHOD OF JOINT RESTRAINT WHERE SOIL CONDITIONS PROHIBIT THE USE OF THRUST BLOCKS. 2. HYDRANT IN SIDEWALK AREAS TO BE LOCATED TO PROVIDE MINIMUM SIDEWALK PASSAGE WIDTH OF 4 FEET. Chain Link Fence Wood Guard Rail Drawing Number LD-905 A REV N.T.S. LD-901 A N.T.S. Hydrant Connection LD-300 A N.T.S. Sheet of 11 12 Project Number 05243 \\Mawald\LD\05243\CaK D\subdivision\5243det.dwg I } i i f1 i i E i i Vanlasse Hangen Brustlin, Inc. Transportation 's I Land Development Environmental Services pF (� Ccs S @ E �F I o�q� 596 9 1�' ���.. 101 Walnut Street,P.O.Box 9151 R� pC�E55►B 'l Watertown,Massachusetts 02272 A 617 9241770 FAX 617 924 2286 ." if LANDSCAPE �`Si�� !� /y ��' 4' (MIN.) �J `` 1 %s� �QQ� � IN \ AREA (TYP.) �����r�" � �������'IIIIiiII (,lhii,�"-;-�� A I ���.•;-liii��lil � � �• :�`� h°�, IN, I <2� ��}• I1111�. �IIjF;G'A ��f FtIIit t f \ I� \ 9� 1 V I �:` \ �p E fsoU \y`��� /�i \``C, he�e / ���f 1�/1 r t\���~��\` \ i � \' \ �1��� SEE NOTE 9 j G � ��'�,� ✓//� ���'�� � / '��`%I//rilft�,,,ttifzil(1�14it,1tdll'�>>i�,�,1V\\����� \ ��'��o V °` IB ter.. �k&Ih 1/�11,1�(lfltt}((I'il[t't,t�,t�ai1��A1�\V�NGJ�01� 1� 1h" LIP MAX.�N SEE NOTE 9h� LIP (MAX.) �,��'�`�,lii'I`I�� h� ��`P�• ( ) SEE NOTE 9 ) SEE NOTE 9 14- LIP (MAX.) 4' MIN.(MIN.) lb- LIP (MAX.) `iJill!I�I� I v v I NOTES: NOTES: _NOTES: i 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP NOTES: 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP } CROSS SLOPES SHALL BE 1.5% (1% MIN.). CROSS SLOPES SHALL BE 1.5% (1% MIN.). CROSS SLOPES SHALL BE 1.5% (1% MIN.). 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CROSS SLOPES SHALL BE 1.5% (1% MIN.). EXCLUDING CURB RAMPS SHALL BE 5X EXCLUDING CURB RAMPS SHALL BE 5%. 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB EXCLUDING CURB RAMPS SHALL BE 5�a EXCLUDING CURB RAMPS SHALL BE 5%. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.5%. RAMPS SHALL BE 7.570. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY RAMPS SHALL BE 7.5%. RAMPS, SHALL BE 7.5%. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY UTILITY POLES, TREE WELLS, SIGNS, ETC.) UTILITY POLES, TREE WELLS, SIGNS, ETC.) PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. UTILITY POLES, TREE WELLS, SIGNS, ETC.) 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. UTILITY POLES, TREE WELLS, SIGNS, ETC.) ' 6. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. 6. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. 5. CURB TREATMENT VARIES SEE PLANS FOR CURB TYPE. 5. CURBEATMENT VARIES, SEE PLANS FOR CURB TYPE. 6. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. - � 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. 6. BASE OF RAMP SHALL BE GRADED TO PREVENT P'ONDING. 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTIRUCTION. (EXCLUDING CURBING) A 5' x 5' PASSING AREA SHALL BE (EXCLUDING CURBING) A 5' x 5' PASSING AREA SHALL BE 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH 8. WHERE!ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. (EXCLUDING CURBING) A 5' x 5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. (EXCLUDING CURBING) A 5' x 5" PASSING AREA SMALL BE 9. ELIMINATE CCB, BC, OR SGE AT BASE OF ACR 9. ELIMINATE CCB, BC, OR SGE AT BASE OF ACR PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. AS IT ABUTS ROADWAY. AS IT ABUTS ROADWAY. 9. ELIMINATE CCB, BC, OR SGE AT BASE OF ACR 9. ELIMINATE CCB, BC, OR SGE AT BASE OF ACR AS IT ABUTS ROADWAY. AS IT ABUTS ROADWAY. 1 Accessible Curb Ramp (ACR) - Type 'A' Accessible Curb Ramp (ACR) - Type 'B' Accessible Curb Ramp (ACR) - Type 'C' Accessible Curb Ramp - Type Ill LD400 A N.T.S. LD401 A N.T.S. LD402 A N.T.S. LD400i A N.T.S. I No. Revision Date Appvd. Designed by Drawn by Checked by CAD checked by Approved by scale Date N.T.S. 3/12M Project Tltle tee �� Carol Way SEE NOTE 9 Residential Development 14- LIP (MAX.) Salem, Massachusetts NOTES: Issued fair 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB IRAMP Definitive Subdivision Plans CROSS SLOPES SHALL BE 1.5% (1% MIN.). I 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 57. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB . RAMPS SHALL BE 7.57L 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, E Drawing Title UTILITY POLES, TREE WELLS, SIGNS, ETC.) 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. Details 6. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. i 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. 9. ELIMINATE CCB, BC, OR SGE AT BASE OF ACR AS IT ABUTS ROADWAY. f I Accessible Curb Ramp - Type T Drawing Number LD400j A N.T.S. C- 12 i Sheet of 3 12 12 j Project Number 05243 i t \\Mawald\LD\05243\Cad\LD\subdivision\5243det.dwg t � 1 --- ---- _ T. ,. Mn 3 P' y Mill k i I 0 F TO S EM�C'v _ ,� L� y.. �• tt . , C .� �I�1"\, �S T , S C "J `r 3 1 ♦`.._]_ _ r'��i i /q��/ �r 1. - � .� '`�'.�: a�cy_:•1i y '�`•�-, , 'r4 r �,�'••• .� - �.•.OSZ•er5 Pt� .'� ;,^. 1����• � p'�:// .-:\ �.}i,._ GENERAL NO TES _ _ = e- '.E _ 0° - .r �mss. N, �, � 1/ •,;. � ;Era 8rith -� JCr �r35 - I ., _, ' , �CTJ �:°^' r g I ',r ,•,..Af" ^,'• Cer•, � m� �� i�•a j� _i .r \� _ '.1, � � k`�fE',rrvtR , _ d - _ 1' M7, -`�'• ,-.. y. Sr hilir�! j. Gf7PISna rr= _ �rq \ 1 u. {opting Cer,..r, t4atl�RMll. vr;, ,.. 4 j�. \. n ..:r ,..•1 '�' .. t`'. CPJR"•i- �'.? -'\,•, , `- �, i. ?;tGdlf'�p�rs� �_ .l:i . 1 * ';p.t. /' .1, ,. .r. 1) THIS PLAN 1S THE RESULT OF AN ON THE GROUND FIELD ,.. ., - i N L E G E N D „ _.. li1i f .f ` , , i .r'' •�..�f'. _ E;7 -`h g. 7 •�'� +r' �"T-.� �t tvl J�6 1- .:� k - ' �.r. � 7•Ij�. ,� ��rt: 2 :`• \ SURVEY AND PUBLIC AND PRI VA TE PLANS. r� - 1 v M;55 R Y e,'Q . �_ �. ,, / � . �.�. �}\ s -- "�•� 1 �`-a -{= '1:.>,�ftEti`�; ,l�.o, -:�'1,-` �i,.t �'� � �Fenwrck 1°`"\ ,P Itlt�J -, 4; !" PROPOSED SEWER MANHOLE ` _ •%. ,�,_ �t - ., Hiehh, SMH . _ "- ' A 1'� -tr 5r '1 -•fir` ` ,, � ` ,..,` .. - . No p.: F.4 ( , ; �J,t �b1tC6tAe T ,• `< r DMH PROPOSED DRAIN MANHOLE 2 UTILI TIES SHOWN ARE BASED UPON FIELD SURVEY AND ,- �J ;� RECORD PLANS AND ARE NOT NECESSARILY INDICATIVE OF � ,. - 41 /<- :, ■ CB PROPOSED CATCH BASIN -- - .� t: �` ,a, �• 'N7E�25 �r ,,. , HYD PROPOSED HYDRANT sZo� .,..1 \„ } y '�an�t•i f , moi! �r a i DlTONS. \ fat ddrie hs UNDERGROUNDCON - - WG PROPOSED WATER GATE ANTERCHA-NGL. c �s Sr f �^, c 1 i R�-,� .--,r- _•;:' . .�. xp� •... r i ..��UxtO f1 ,;�• j '``•� �'a�nt1 `�\ r' // ��: I•�fl���t!e n,Tt�n�y�� ��i''J •i..M r rM 1�' hill, �, s ,'Eh� PROPOSED CONTOUR �, ,ch i {/ yam/ a tDE r ,;, a t g� � 100 3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND Il . �= l�� I •• _. '.�t'�'m ... _61`.-��-::- ( See �! � ����� ^' •Q� i - , PROPOSED SPOT GRA qq PROP JrHiT. Col;ntry •::.. "t •,•' .`.,,, '. _ ._.-.i , . T �. �� - DETERMINING THE LOCATON. SIZE AND ELEVATION OF ALL �.• s ,s� ,�.� o - ti �;,,,; <� / ��-�• rl r; �,� ,� =3>•; �. _ r. _ ` '�o•�h o v, i �'� j �: - o SMH EXISTING SEWER MANHOLE 1 1 ��- ,.;;. 5 ,. . ;.. �, ;,: t� Cenfe�;'`, ., { �� ,,l�P='�'�.I •. ._ 3= s��'' Ire l_ . ., � s9�-_ EXlST1NG UTILITIES SHOWN OR NOT SHOWN ON T7-(ESE PLANS T - 'L �1 _�� ,�, ��h��:�a� ��c` • R«r. nfoR �.:� ;;: �crh �m5 ti l•-,_ 1,• �, _ Asch c � ,8? ` o DMH MANHOLE ✓;'T y , � )r. .:v : :: EXISTING DRAIN M �.,,.;r. � '� .�-' .ri ::,,:> �. .. ospita'�t� ,v�.._.- .� -- � �l 1. .o. : ;< �.;. d ..,/ •z 4,, _ ::� ��:`� '� !lam _._ %1 �� 'i1 '.RiC*1. I /� 'h;S ', ^: R1F„'ll� ..' _ - - _- M - PRIOR TO ANY CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED -�^ ,kms , ,y. o1 ,Y � d M J , _ p ,. } ;Fri o CB EXISTING CATCH BASIN 1?9A-10D., . 7 / 6 Al EXISTING HYDRANT IN WRl TING OF ANY U77LI77ES FOUND INTERFERING Wl TH 77E �cttr ;. � rtr ;. W I ' _Jeuk - / /!� q�/;"' 1 �:' •'T" HYD y : `k.� EXISTING WATER GATE ./ ..� 1 WG PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL AC770N > ,, :. , . -- � �.�, ... . �� . .+`;, �>11. �^r. . :.,. , 23? �. � r; .. ,• High iLox: H� ht 3o ,<.�, •�`�, .�-�$'$M�••,_�,.letneSCry v rl '.\�A ��• � 1• �7. 6 `� �va ,I: rl 100 EXISTING CONTOUR PROCEEDING 'y f rti '� '�• 3 .ViT Hill /: �,1.�� �b d'`' v� �`:_��r.-; �ti;; l! ( e►.,, i•, s'+t' R ;:'rP `\� BEFORE WITH THE WORK. a Id O" d L a` t , ;1° -6ror Park/ �.� �t r' 0.00 GRADEel "o.. a S �, 1 n iCommor� • .. ,. \ J :o S -�.-i]'� --�\GEt? �:y�T a ��! i< .-� - ./y � ir2-$ta �� .. . .._ � .�. UTILITY POLE yam• i; On 05 �, LecA' - x�. \�, ` --/: U` lily • RI etfr' :.� fa ,\�Ma�il.l^n, 4 THIS PLAN IS BASED ON THE REFiERENCED PLANS DEEDS J ; ��'' -�: � -� F op%' ��' F��=krs RETAINING WALL > ✓ i Y n: M �- rr �.-rrrrooN �`,; s.�-' tj�fee J . '= aJe S �. '� 0/� f °., �£ i ' /�..- En II �. L s_ AND 71-IE RESULTS OFA FIELD SURVEY AS OF THIS DATE. ' y,,. �E H� ti -r o«�000000 STONE WALL =v ,,/,, ,\ ,, ?• vk� �. ) ��.\, m, Scl� .1.- y, `, �, \ _ \. •;I�y�,/•'�•, r' ��`1 Bowrl`Ye•?-: •% �'- 81•'l-' - '_S•_ 7 n ,..-`' •! -o. i/ --�•n; _ r:Ll,-_ y��.'. 'i '• r -;� CURB NO CER TIFlCA710N IS INTENDED AS TO PROPERTY 77 7L I �, '.. .,,- -, ,, �:' 1 , , -•I � �- _�. - ..�`� N. " `�! _ >✓P- - .-.x- . 'Ci''. a• i ST. -�a-C/'� .,ii --- --�.-- �. .�...- :':4_ .. ;. °--�:. A - �' ,✓ <• ' �..._ �:'" a• FENCE T �` ,' OR AS TO THE EXISTENCE OF UN MI T7EN OR UNRECORDED — �. tie��harn r�rncr� �, , , ;�_ •F � F - , Y lYl'J �St� trIth a �'J I'd , I ,Ivg: d, �i; 1 � ,�• , -! 3jh EASEMENTS. R t-wrJ '�.SbutA M'hmo�r,l /r r e(�.,:,-.� a" rl % i �Mga I di t ��� y�� ► ".V• ,, .-�--��,�^I ;I'F""� �i>`+ '1�' at, Ort y r.J =-�! r � / _ -i_ r:,�!r L/, "�i, `((�. � '.:� J'- •li - •'111�� !l_•�(./�C .0�.'ll.. AC.. Cem ` •`, -'� - •I ��15yJ `'�.k.'� �r � �,., •.� tr ''^ ^ch.� -.I^lai .•rU' �, l: � ,, � _••� !)1�r� � o :, t•. / A:'`Z <-.. �:`,ia. ;: a,� F��17)aI'r• . w {i• •_ ,( .'r�' IpA: r� • �••� fv �c.J'a vM' i' ` -�... 0�}>.J r:� �% 1 /. .�.. T /_'� /'. � , i :•'I� •� oCKs -r'i►� ,(o..p �a �F, fOttl� i:Y` / /, �fiti r� , •�� V. .� 'Ir , gip; -_ ��� INDEX TO DRAWINGS ZONING DISTRICT IS R-1 � ,� ��� - � , •..,_ .�� 3_. �. , .'w. ! � - '�: , � _... �. `. � � ''� ,�,-;.. J n: , �� ✓ b r . 2•a (�' ,.i!ri„N! I �1.--per '-�;rte �__._-. , i>'•` e--. .,;a.°^; �� , ay �; �� C� �. ��1�I i �<�•r. 5�� , ;l' � 'ri ��"►.`._.�1 �>r•' � �^-1i�' , 1147. - �.� :�.. o. ;r ✓.`- �T.a. _ ,� ..A. ,-/ -� _ A ,�,• \ ..�• .;,'J:` ��:• ':''p, ': r ; 1�: �' t, q �; - I SHEET 1 KEY MAP .�: . -.:.. I'a::_.� ". ✓�-�.._ " -� .i--�. - ' �/. R� 1. (� - .' Y.. �, /.�:�'� ..Ing. �� I r M,� ./' �,- ,alb .' �•$ • ..... - ..- I �nN'..�VE MINIMUM LOT AREA 15 0010 SF - 1- { C ti. _ _ I, DI V1SlON PLAN . r. -',, - ; _ ,�r-' > , � � ,:,, SHEET 2 DEFINlT1VE SUB .;� C. ,'�' ,!'1'17 - /.. i-PN- y i - iii: r aLj - ,', -1 MINIMUM L 0 T IND TN 100 FT _ _ }' - 3. 1 � d a c. , - � �� �1 � ,,, � : � -°-� ti �� ;at" � ;F ,rrsl�F:.: HET 3 TOPOGRAPHIC PLAN ; _r.. •,7•.•.: - :, ., � �...9 eabo�/�; .--r i�'l��1� � c-'" - � (Wrr�.-"d� � - !1'��""� 1. � t`, ,?a•k r -'__-_., .,, / : , __ ..�Rese�oi[r*'1 .. ...,,�r�. .,� .(r �[;� p °'.L`�' :ii MINIMUM FRONT YARD 15 FT _ �,ND-N / : - , , ,�'.� ` � _ - - a , SHEET 4 PLAN AND PROFILE MINIM l 0 FT �,� ,,�^, :4 . ; �,• UM SDE YARD 1 -� v�� ,.�se�xa�a., ,�� v , ''1 �lJ / , t / d /y N.v' - n (� �� �s'a S:n •. _,.. . .. _C .r // fi=r ,y. -1 � , �.� �� t: � �•..��A �-� I J �,. MINIMUM REAR YARD 30 FT' / J �. � � - r.w �• , ;' , r, SHEET 5 DETAILS Y i t8 l I'SONSrT 1 !. _ /; i /.j �♦-• •�.�� >), J, -f 'olf Cqurse SITE IS SHOWN AS LOT 164 AND 169 ON SALEM ASSESSORS MAP 10 iLocus ' RECORD OWNER : BARBARA SWENSON TWAROG CARL R. SWENSON. JR. LOCUS PLAN DEED REFERENCE: BOOK 10996 PAGE 391 10- 25, 000 DEFINITIVE SUBDIVISION PLAN { HILTON STREET SALEM , MASSACHUSETTS KEY MAP FOR REGISTRY USE ONLY Prepared For Prepared By. NANCY M. SINGLETON Eastem Land Survey Assoc., Inc. f, 12 CHARING CROSS Christopher R. Mello P.L.S. LYNNRELO, MASS. 01940 104 Lowell St, Peabody, Mass, 01960 (508) 531-8121 APPROVED UNDER THE SUBDIVISION CONTROL LAW SCALE 1 nth^,a: I HEREBY CERTIFY THAT THIS PLAN CONFORMS (,DEBORAH BURKINSHAW CLERK OF THE CITY OF SALEM, MASS. AS NOTEO TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY " ,\ APPLICATION FILED: REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND OF MASSACHUSETTS. RECORDED AT THIS OFFICE ,AND NO APPEAL WAS RECEIVED DURING p"= Al THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF FINAL PLAN FILED. _ 0 20 40 $o X20 L SAID NOTICE. DATE f HEARING DATE: �j C ristopher R•• Mello Clayton •A. Morin ` M AUGUST 12, 1994 PLS 31317 PE 30969 PLAN APPROVED: REVISIONS UEFINITIVE SU13DIVISION P AN HIL N THEE IN F 10119 SHEET• OF 5 l / I Frederick Street Realty Trust eklo O'Keefe James J. Britton Jean T. & Alice James J. Hunt F �.._. T LaBelle r��,�rvck W 420.44' eet` w 40 ROAD Tr st 453 SEE v 6�e UNCONSTRUCTED — SEE PLAN IN BOOK 4247 PAGE 45 ) 'E r n A 119 G v 1 o N89'35'29"W .28 � 2.84' N89'35'29"IN °• �O � N N S89'3529"E R� - - - - - - - - - - - - - - - - - - - - - -'� 213.50' C - - - - - - - - - - - - - Z 69.34 ( 4000, 0 • S T 0/ L OT Z W P� 15tOl 9 = SF �j W R. Ile o o LOT Y 1 51003 :t SE w co N sssbs. Q I of •��c ' O O m ► 'psp. Q > ♦ R = 50.00 9 L = 223.82 O Nlcbr � oy 3 A) �v Qv y � 00 V• 0 V J � � Qv ry rCV •��, (5010� LOT X A98, p � 7-0/v 5O2E SF �15 , m s6 4000, S � E3 DENOTES STONE BOUND TO BE SET BY OWNER sbs• w/p ' ` '6¢00. A�-� �A �' •^� DEFINITIVE SUBDIVISION PLAN Qry p 00 �' HILTON STREET �C� c�' o oc <`� qj� SALEM MASSACHUSETTS DEFINITIVE SUBDIVISION PLAN FOR REGISTRY USE ONLY Prepared For Prepared By NANCY M. SINGLETON Eastern Land Survey Assoc., Inc. 12 CHARING CROSS Christopher R. Mello P.L.S. L YNNFIELD, MASS. 01940 104 Lowell Sl. Peabody, Moss. 01960 (508)531-8121 APPROVED UNDER THE SUBDIVISION CONTROL LAW SCALE I HEREBY CERTIFY THAT THIS PLAN CONFORMS I,DEBORAH BURKINSHAW CLERK OF THE CITY OF SALEM, MASS. 1 — 20 TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY ^� REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND APPLICATION FILED: r OF MASSACHUSETTS. RECORDED AT THIS OFFICE ANID NO APPEAL WAS RECEIVED DURING _ . .. THE NEXT TWENTY DAYS AFTEIR SUCH RECEIPT AND RECORDING OF FINAL PLAN FILED: 0 10 20 40 so ' SAID NOTICE. , HEARING DATE: DA7F � ristopher:R Mello Clayton A. Morin AUGUST 12, 1994 PLS 31317 PE 30969 PLAN APPROVED: REWSiONS F , 10119 SHEET 2 OF 5 1 r . / 100 ------ -- - - --- - - -- ---- - - - - -- - --- - - - - - - ---- -- --------- - --------- _ tree - ed�ty oz - - _, 10�� FR.,EDERItK STREET. --- 100 HOZ / N ,tit ,• I / � / � � / � � / 112 y) 90 A l , �/ I O P �►' , 110 ''� , 114 111 7 � �/ �06P�1c I , � 4PJ � ,Oa Q � I P se Lag I � � � ( o On f I 96 I I � es 9 I � �` � I I say' `' \C> ° i o N ' e-- -lop 0 ' � h N ek z tih 0 RPINAI m ° rIOG PSE �0 I I I ( I ' Q N LET I I I i I Q 0 W �G 0 N I I I I 1 I � W W C-z) z 3-"3 9 3 > Ab m m o vc� / I I Q QD ,,, rn� Ism 000 , i i Z Z ---- \ o 'CD -A 1 m z� �0 I PR N CB DWELLING W W ( \ I No. 2 Z \ I 1 J` GARAGE °lo ; ` Ark 90 ^ ` ,` N \ i i ; ° WG HYD. 116 V ' 1 �j —• / I I - CONL�. INA.'L k`• I ( / HILTON STREET . 96 ?3 _ /106 1 °�� l i2� _ EXISTING 2" WA TER SMH R=116.48 I I `��` SMH R=116.50 S W �.3� S - ►i---- 8 1=112.2 EXISTING 8 SEWER �� DMH 9 �I I � \ R=#7.15 Edge o1 PGvemenl mZ \00 fpr o,Fn \ L E G E N D TYPICAL CROSS SECTION \ d ► CB R=117.65 PROPOSED SWALE — S/Or'`� /,or ( / //g i � CB R- l!- 7.72 o SMH PROPOSED SEWER MANHOLE not to scale DRq/N p ( i I j i Conc. Wo,l o DMH PROPOSED DRAIN MANHOLE 8 ■ CB ° PROPOSED CATCH BASIN MFN�- — I ,, t HYD PROPOSED HYDRANT — �` ' J , ' -• WG PROPOSED WATER GATE � � °�� O , � ` I I I DWELLING J 100 PROPOSEDD SPOCONT GRADE OUR / ' \ \\ 1 MPDS D p \ No. 4 Z �—a-� 1112 ° , o SMH EXISTING SEWER MANHOLE 2' NOV � / / _ o � I ECC/NG \ 1 o DMH EXISTING DRAIN MANHOLE / / IgGI I 1 ® CB EXISTING CATCH BASIN „ 2 / i I ; 0" HYD EXISTING HYDRANT 3 TO 6 10 .a WG _ EXISTING WATER GATE LINERS 100 EXISTING CONTOUR \ I _100.00 UISTYpSPOT P TGRADE 2' 106 ,°�`` \ I .� DEFINITIVE SUBDIVISION PLAN LE RETAINING WALL _ STONE WALL NO TE: �- _ °� H I L TO N STREET `� —x x FENCE / PROPOSED DWELLING LOCA TIONS AND SIZES ��SS ,q -- \ I X W SALEM , MASSACHUSETTS ARE ILLUSTRATIVE AND ARE SHOWN FOR // / c�• �p _ / / SITE GRADING PURPOSES ONLY. � TOPOGRAPHIC PLAN ' 110 IIA r7 FOR REGISTRY USE ONLY 108 116 — — — —" Prepared For Prepared By. NANCY M. SINGLETON Eastem Land Survey Assoc., Inc. 12 CHARING CROSS Christopher R. Mello P.L.S. L YNNFIELD, MASS. 01940 104 Lowell St, Peabody, Mass, 01960 (508) 531-8121 APPROVED UNDER THE SUBDIVISION CONTROL LAW SCALE HEREBY CERTIFY THAT THIS PLAN CONFORMS I,DEBORAH BURKINSHAW CLERK OF THE CITY OF SALEM, MASS. 1: = 20' TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND APPLICATION FILED: OF MASSACHUSETTS. RECORDED AT THIS OFFICE- AND NO APPEAL WAS RECEIVED DURING FINAL PLAN FILED: THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF o 10 20 4 4o so r < SAID NOTICE. DATE '" of HEARING DATE: ristopher R. Mello Clayton A. Morin / AUGUST 1Z_. 1994 PLS 31317 PE 30969 F 10119 PLAN APPROVED: REVISIONS I. ADD SWALE 9/13/94 SHEET 3 OF 5 R W t' GENERAL NOTES LOT Z PLAN - H I LTON STREET z 1) ALL WATER MAINS SHALL BE CLASS 52 CEMENT LINED W DUCTILE IRON PIPE. 2) TRENCHES CUT INTO EXISTING PAVEMENT SHALL BE HEAT 31 T. CONC. WA L K SEE SHEET 5 FOR NOTE: EXISTING WA TER SERVICES ON 'd� � PATCHED. DETAILS HIL TON STREET SHALL BE CONNECTED TO THE NEW 8" WA TER MAIN. THE / EXIST/N(G 2" WATER LINE SHALL BE 3) ALL SANITARY SEWER FORCEMAINS SHALL BE 2" DIAM. X �� SHUT OFF AND ABANDONED. ° SCHEDULE 80 PVC. LOT ; _ j DOUBLE INLET CATCH BASIN '. `' W w 4) ALL STORM DRAINS SHALL BE CLASS III REINFORCED GRANT' ° CONCRETE EXCEPT AS OTHERWISE NOTED HEREON. \ QN CC) I i CURB J N/F GENTILE No 2 W 5) MINIMUM PITCH FROM CATCH BASINS TO DRAIN MANI iOI, S g0 �? DWELLING --� w SHALL BE .005 FEET PER FOOT. S 7.65 W GA RA GE- No. 16 o W Q WG HYD. 6) FIRE ALARM CALL BOX SHALL BE INSTALLED AS PLR 8X6- o = ; o Q THE CITY OF SALEM FIRE DEPARTMENT. ' REDUCER j..,11' NOTE: 6~ cv 7) A MINIMUM OF 2 -- 2" CALIPER SHADE TREES FUER LOT COIVC...WPI LK; a '� •WOOD F NGE�—' _ Con 8"x 8"xL TAPPING SLEEVE I _ ` - - - -- - - -- - - - ----"- - - AND GATE VALVE SHALL BE PLANTED AS PER SPECIFICATIONS OF THE INDIVIDUAL OWNERS OF L 0 TS X,Y& Z — W — W SHALL FURNISH AND INSTALL GP 210 2 376 2 094 ;I I PROP. 8" CLD/ WATER WATER CITY OF SALEM SHADE TREE DEPARTMENT, GRINDER PUMPS AND CONNECT TO I HYD 5 – 9 ; PROP. 21 SCH. 80 PVC FORCE EXIST. 2" _ W I SMH FORCE SEWER SERVICES. SEE DETAIL N5 ,337„ 8 UNDERGROUND ELECTRIC SERVICE SHALL BE CONSTRUCTED ON SHEET 5 OF 5. N Z "S 16 R=2/0. 75 /64.00 SEWER SNIH 5° 05' 37" W EXIST. 8" SEWER � 0 0 I w L= I N 6 AS PER SPECIFICATIONS OF THE MASSACHUSETTS 45.4 DMH Q Z W 4=/2°22.00 I PROP. UNDERGROUND 164.00 ELECTRIC COMPANY - -- �Q i-ELEC., TEL., CABLE - --- - - - - UP-- - - - - -- -- -- - - - - - ;.., ; - --- QW -- - --- --r - -- GIRASS ,p.�- . Conc. �ce 9) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FLARED END w CB AND DETERMINING THE LOCATION, SIZE AND ELEVATION INV=100.50 , . OF ALL EXISTING UTILITIES, SHOWN OR NOT SHOWN ON o HILTON STREET Q THESE PLANS, PRIOR TO ANY CONSTRUCTION. THE a DENOTES STONE BOUND TO BE ` °p Q ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY SET BY OWNER No. 4 � ' UTILITIES FOUND INTERFERING WITH THE PROPOSED r CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION LOT Y N/F D ENTREMONT Q BEFORE PROCEEDING WITH THE WORK. z 115.00 120.00 < ZPop. W o f Z U) Exist. Right C nlerline O N W Sideline Z W — — - - - — — — — - - - — --- -- -- --- -- W O N O p Zj 41 o / Cc Lq PROPOSED O ^ j Ekis1. i ' p SURFACE O O V Cemlerline i o II II + O E-X/S r 8" SEw N V 6 20% �,- i Exist. Left 105.00 Z Z - i Sideline 110.00 EXISTING SURFACE 3.0% . � S = .0278 0 �' i- _ �•p•I. 12" CL 111 RCP m w 52 - / PIROP R MAIN c� J VNATEPUC N , STONE RIP RAP �; z W " S�h'80 IN co N �_ W 100 LB. STONE MIN. ++ J PRop ER FO BASE SEW ^ ^ W W of N it II O ° BASE ELEV. =95.00 N + Z 100.00 0l DRAIN PROFILE WW LOTS X & Y (SEE SHEET 3 FOR PLAN VIEW) Wz DEFINITIVE SUBDIVISION PLAN J W J > N W HILTON STREET W o 0 0 N SALEM , MASSACHUSETTS BASE ELEV. = 90.00 3+50 3+0 -x-50 2+0 +50 1+0 +50 0+0 STA 77ON PLAN AND PROFILE FOR REGISTRY USE ONLY Prepared For Prepored By: NANCY M. SINGLETON Eastem Land Survey Assoc., Inc. PROFILE - HILTON STREET 12 CHARING CROSS Chrls toph er R. Mello P.L.S. L MNFIELD, MASS. 01940 104 Lowell St, Peabody, Moss, 01960 (508) 531-8121 APPROVED UNDER THE SUBDIVIISION CONTROL LAW SCALE HEREBY CERTIFY THAT THIS PLAN CONFORMS (,DEBORAH BURKINSHAW CLERK OF THE CITY OF SALEM, MASS. 1 I = 20' HORIZONTAL ; TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTIiCE OF APPROVAL OF THIS PLAN BY -4'APPLICATION FILED: — VER77CAL ~ REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING FINAL PLAN FILED: THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF o �0 20 4o so SAID NOTICE. DATE . HEARING DATE: ristopher R. Mello Clayton A. Morin AUGUST 12, 1994 PLS 31317 PE 30969 F 10119 PLAN APPROVED: REVISIONS SHEET 4 0175 f �� I i TYPICAL CROSS SECTION Y DETAIL PROPOSED ROADWAY TYPICAL TRENCH SECTION no scale PROPOSED FIRE HYDRANT no scale » 50 — O LAYOUT no scale DARLING B 62 B 39 2• ROADWAY 5' SIDEWALK TREE LAWN SIDEWALK Pumper Connection to Face Roadway » MIN 4" BIT. CONC. PAVEMENT, TYPE 1-1 2'-0`1 MIN. Bit. Cone. Walk LAID IN TWO COURSES 3" Type I In Pitch 1/4 " per foot (2 1/2- BASE, 1 1/2- TOP) Pitch 3/e per ft D D DDD OD/2 two courses D Dp D D . DD DDD D 11^1 a 7. 1" CRUSHED D D D D DD D D ; Standard C.I. Road Box and Cover STONE D D D D J 12" Gravel 6o Foundation " 12" Gravel Base — No Stone Over 3" Dimension 6 Loam do Seed7 000 TELEPHONE, ELECTRIC, FiRE ALARM *4� U AND CABLE (2' MIN. COVER) 8" x 6" C.L.D.I. TEE Approved Subgrade Vert. Granite Curb Z THRUST K 7' 10' 6 Gate Valve CONCRETE TH US BLOC 0 O8" diam Water O 5' Min. Cover Drain 2" diam. Force Sewer TIE RODS 5' Min. Cover 12" Square By 4" Thick Stone or Concrete Base DETAIL DETAIL SEWAGE GRINDER PUMP CONCRETE THRUST BLOCK MANHOLE no scale l3 8C4� 2 1,4 12 13 14 6 g NOTE J ' 'IIPVC PIPE -D 4 (� DETAIL 24" DIAM. MANHOLE FRAME AND COVER 11 9 e CATCH BASIN9R B . • Full Mortar Bed \ _ ,/ POLYETHYLENE PIPE no scale 7. 24" x 24" CAST IRON FRAME AND GRATE 2 to 5 Courses Leveling Brick , , o, ♦ a�1L1 ', . , FIG.10 RECOMMENDED DISCHARGE PIPING Full Mortar Bed FORGED ALUMINUM p s iii r SAFETY TYPE MANHOLE a`!•� .•• la,:Ft:J-. `., ? ?'• C GE-IA'MPT PRECAST CONCRETE CONE Is � :: TO A LOW PRESSURE SEWER MAIN to Courses Leveling Brick " L I.GRINDER PUMP D5 f1AR 2 5 urs s ng B ALLOY STEP AT 12 O.C. , aUMO'HTURBED EtnIN(fl�0 �, �`y� dy0 2.ADAPTER•IY.-FPTXI;:-Sweat.Copper. 3.ELBOW 90••1'/,-Swat X Sweat,Copper(NI'JCO 607 or equivalent.) FIG.5 1.PIPE•I'/.•Type K.Copper,See Note 1. MODEL GP 210 SERIES 6 INSTALLATION 5 DISCONNECT JOINT-1i:"Union or Compression Typc Coupling,See Note 3. 1. ENViRONME111 LONE GRINDER PUMP 1 ANY A ACCESSWAY•Fiberglass Reinforced Polyester 6.VALVE•I'W Fully Ported(gate,ball valve,etc.) 7.ADAPTER•I'/.•MPT):Sweat,Coppe•INIBCO f;i or:jai sIcni). 2.ACCSSSWAY CJS'-:k•FR1• t.1,DAPI ER 1!:•FP r X 1'/ Socket,PVC. 3.LIFTIN3 EYES-fm lift(nj Complete`rindcr p•tmp. 9.PiPE•I Y,-PvC(I 6j PSI minimum). PRECAST (CONCRETE OR 4.ELECTRICAL JUNCTION BOX•leads from grinder pump trnn;natc m here.Electrician connects Icids fro10-CHECK VALVE-114'Fully Ported Swing Type. 4' — 0" disconnect box(item 6)thru 2 watertight eonneetoxs provided((or OF cable). I1.CORPORATION STOP•iy.'MPT X MPT,Bross.BARREL BIL PUMP POWER AND ALARM LCA�S•Cireuit to be run in accordance with applicable cicctrinl 4'-0" INSIDE DIAM. BARREL 12.TEE or TAPPING SADDLE•I''/.'FPT X As Required for connection into low pressure main. (MORTAR :JOINTS IF BARREL BLOCK USED) E.qPRECAST CONCRETE WALL SECTION 6.RAINPROOF(Nemo 3R) ENCLOSURE• uiipped with circuit breakers or disconnect switch,located 13.LOW PRESSURE MAIN aaJleenl 10 Gr. It.FOUNDA7loN WALL, 7.TANK INLET•!•PVC Soeketforsolvent eememtingDWVpipe. All Joints and Penetrations 16.ADAPTER DAP11,11. P,.I>et Mill .CoiSni7"`ion(minimum) !.TANK VENT-Tank must be nertcd thru inlet pilPing within�'of Uny I6.ADA P'f li It•ly,•MI'T X Cumprcts,nn(Fur SDR 9 pipe,Flo Control 730-12 or equivalent). 9.GRAVITY SERVICE LINE-4'DWV to be made fully Watertight :0.DISCHARGE OUTLET- Male pipe Weal. NOTES: a OU � 11. 6 GRINDER PUMP DISCHARGE LINE-1' 'nominal pipe sac. V 1 LC f I.(nsta'.stion r�� :coir arm to all applicable codes Ibcilding,electric,plumbing,etc.) ' 12.CONCRETE ANCHOR-900(6 eu.ft.)Ibs plus Doo(2 eu.ft.)lbs per foot of access-my.Ea.GP210 S6 w14' 2. accessway•900.1200-21C0 lbs.(14 eu.fl.).Sleeve aver inlet line is required;rancho,is poured to a level above 2.ILschrge liar to be rduw frost line or protcctcJ from freez,np with inzulation. INLET the intet. 3.D,sco, ci;,-or.,,ut he betond the outside ofthe Grindcr Pun,p core and a minimum of J'hcad rot^s over the 5 I• " ..t!n�rc nioval of pump. M N :J.BEDDING tz!•\TERIAL-6-Afimmum.founded aggregate(pea graven. sank In a ma: i�.FINISII ED G'tAOE.•Grade line to be 5'below uop of a.rasway ant slo�r away from areessway o;cn�r.g. . flap.. ipc be:ncd if rcrmitted by local codes. OUTLET R m N DEFINITIVE SUBDIVISION PLAN 5" MIN PRECAST CONCRETE BASE HILTON STREET PRECAST OR (CAST—IN—PLACE 6" Crushed Stone SALEM , MASSACHUSETTS CONCRETE BASE BRICK INVERT 6" CRUSHED STONE FOUNDATION Foundation DETAILS FOR REGISTRY USE ONLY Prepared For Prepared By. NANCY M. SINGLETON Eastern Land Survey Assoc., Inc. 12 CHARiNG CROSS Chrlstopher R. Mello P.L.S. L YNNnELD, MASS. 01940 104 Lowell St, Peabody, Moss, 01960 (508) 531-8121 APPROVED UNDER THE SUBDIVISION CONTROL LAW SCALE HEREBY CERTIFY THAT THIS PLAN CONFORMS I,DEBORAH BURKINSHAW CLERK OF THE CITY OF SALEM, MASS. AS NOTED TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY APPLICATION FILED: ' REGISTERS OF DEEDS OF THE COMMONWEALTH, THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND s ; = OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF FINAL PLAN FILED: 0 20 40 80 120 � SAID NOTICE. DATE -., • .- ,.: ;_ � HEARING DATE: hristop her R. Mello Clayton A. Mori AUGUST 12, 1994 PLS 31317 PE 30969 Y PLAN APPROVED: REVISIONS F 10119 SHEET 5 OF 5 ,