64-597 - 186-192 MARLBOROUGH ROAD - CONSERVATION COMMISSION (002) —� DEP 64- Ltage
Plans
I.
i
I'
i
0 o� S ss� MAP 10 LOT 31
Po oo �,2g F
N �o OQ oo, /
`Salem Wetlands By—law & DPA
100—FOOT BUFFER ZONE
DWELLING ' (measured jirom BVD)
#190
� SHED
pRi eW
41 "r 5 AY ay
85
\A, W - LOT 1 0
J N h ' � F j p •[/
DMH
RIM = 85.02
D N 58'46'39" E
13.94' PA�p
o °R Re MAP 10 LOT 29
wq r
DM
J D 42 O ,3s'•\ / (�Q RMH84.28 S DMH n_ .9 F \ j.��. .,\ -. INV = 81.48
RIM - 84.30
INV -80.98
O \
(`r INV OUT = 80.90 MAP 10 LOT 28
O veo
WCY
qy
�ro ti
2 DWELLING ' 111 \ �3\0\� j NVP .76 ` \ MAP 10 LOT 27
#186 0 �, DWELLING a \
2
#188
�CONCRET `
HE DER
- - \ Is, 6' S
o 239 43•• 2S0 g3„
OCL
MAP 10 LOT 26
rn
6s�2g w LOT 2 /STONE RIP RAP
BORDERING VEGETATED
MAP 10 LOT 33 I / WETLANDS (BVD) \
V l \
LOT 1
AREA =
rss7� 16,596 f S. F. S64\
Sp 00
A
h o0
2 LOT 3 \
S �4p 7'28••
MAP 10 LOT 35
MAP 10 LOT 240
h
— — 1 NV
MAP 10 LOT 36
AS BUILT PLAN
186-190 MARLBOROUGH ROAD
MAP 10 LOT 37 `A
DAVID WINTER SALEM
P`zN OFM
CHERYL WINTER 9` � PREPARED FOR
14 ROICKDALE AVE. �ni�
SMITH COASTLINE CONSTRUCTION
REC. BK. 10992 PG. 506 No 35W
GRAPHIC SCALE PL. BK. 202 PL. 28 o o
F F ,STF
zo o w so 40 so ssorogi �o
SCALE 1 ' = 20 OCTOBER 31 , 2016
NORTH SHORE SURVEY CORPORATION
IN FEET ) 14 BROWN STREET — SALEM, MA
t inch = 20 tt. 978-744-4800
#4100
NOTES
/ s / 1. LOCUS IS SHOWN ON SALEM ASSESSORS MAP 10, LOT 32. PROPERTY LINE AND TOPOGRAPHY PER NORTH SHORE SURVEY CORP. ON-THE-GROUND FIELD SURVEY COMPLETED (January, 2015). DEED REFERENCE (RECORDED AT THE ESSEX COUNTY REGISTRY
0
DMX RIM=85.38 j'f �ae OF DEEDS): BOOK 15352, PAGE 315.
/ / / 2. LOCUS EXISTS WITHIN A RESIDENCE (R-1) ZONING DISTRICT. MINIMUM LOT AREA = 15,000 SF, MINIMUM LOT WIDTH = 100 FEET, MINIMUM FRONT YARD SETBACK = 15 FEET, MINIMUM LOT SIDE YARD = 10 FEET, MINIMUM LOT REAR YARD = 30 FEET MAXIMUM
/% /// BUILDING HEIGHT = 35 FEET.
m /
,
if
aa' „� ,iib ell
THIS PLAN PREPARED BY THE DESIGN ENGINEER: PATROWICZ LAND DEVELOPMENT ENGINEERING PLDE DOES NOT NECESSARILY REPRESENT COMPLIANCE WITH CITY OF SALEM'S ZONING BY-LAWS. PRIOR TO OBTAINING A BUILDING PERMIT, THE BUILDING INSPECTOR
%/ m°` _,7 'm m194 SHALL DETERMINE DEFINITIVE COMPLIANCE OF THE SITE PLAN AND/OR ARCHITECTURALS (BUILDINGS, WALLS, FENCES, ETC). BUILDING SETBACKS REQUIRE CONFIRMATION FROM THE BUILDING INSPECTOR PRIOR TO ANY DESIGN AND/OR CONSTRUCTION. WAIVERS
mE,v
11
\ MARLBOROUGH ROAD AND/OR VARIANCES MAY BE REQUIRED (BASED UPON THE OPINION OF THE BUILDING INSPECTOR).
/ ♦ ` HENRY L. BERNARD, JR.\ 3. THE SITE PRESENTLY INCLUDES THREE (3) SINGLE-FAMILY HOUSES, DRIVEWAYS, UTILITIES AND LANDSCAPING.
' ¢�
/ if / MAP 10, LOT 31
/ `zm o°e\\ P},4w ♦ 4. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON CITY OF SALEM DATUM (MLW = 0.0).
11
// h
/ �m OC \� °rye b9 4�
/, ��' V �`" s\\ '°hast°p h9 %9 , . 5. THE SITE EXISTS WITHIN A ZONE-X (area of minimal fled hazard) IN ACCORDANCE WITH FEMA PANEL #25009CO418G DATED JULY 16, 2014, PLAN SCALE 1"= 500'. NOTE: THIS SITE PLAN BY NO MEANS CONSTITUTES A FEMA FLOOD CERTIFICATION OF FEMA
/\A\/\/ � /H ♦ ELEVATION CERTIFICATE FOR THE DETERMINATION OF FLOOD INSURANCE. ADDITIONAL FIELD SURVEY AND OTHER WORK WOULD BE REQUIRED BY OTHERS FOR SUCH A CERTIFICATION.
I b y
2 �tb �Y e
/ �, �% P+`oh ,. / °1 ♦ / 6. INLAND WETLAND RESOURCE AREA: BORDERING VEGETATED WETLANDS (BVW) FLAGGED AND DETERMINED BY BILL MANUELL (WETLANDS & LAND MANAGEMENT, INC.) WETLAND FLAGS WERE FIELD SURVEYED BY NORTH SHORE SURVEY CORPORATION.
/' ,T 1k m ar. �., rP °'�w° �, ` • — • • �— • — • ref L/ 7. THE FOLLOWING NOTES PERTAIN TO THE UTILITIES (and OTHER IMPROVEMENTS) OUTSIDE OF THE BUILDINGS. UTILITIES INSIDE THE BUILDING SHALL BE LOCATED/DETERMINED/SPECIFIED BY OTHERS.
� ///// 0111111110 0 / a THIS PLAN DOES NOT NECESSARILY SHOW ALL UTILITY LINES (and/or UNDERGROUND CONDUITS SINCE FIELD SURVEY WAS PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY WITHOUT EXPLORATORY EXCAVATION TO UNCOVER UTILITIES). GROUND
%' O / �� ///j���j- � ° 1V 00000
• / •` PENETRATING RADAR (GPR) SERVICE WAS NOT USED IN THE PREPARATION OF THIS PLAN. EL CTRICAL/MAGNETIC TRACING METHODS WERE ALSO NOT USED IN THE PREPARATION OF THIS PLAN. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY LINES SHOWN
4 m Vim` // . • / ON THIS PLAN ARE APPROXIMATE BASED ON A COMPILATION OF READILY AVAILABLE INFORMATION GIVEN TO THE FIELD SURVEYOR AT THE TIME OF THE PREPARATION OF THIS PLAN AND THE RECENT FIELD SURVEY OF VISIBLE ABOVE GROUND STRUCTURES.
i"111 �.
/' I /////j _ Salem Wetlands By-law & NPA / PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL LOCATE THE FULL EXTENT OF THE UTILITY LINES. THE CONTRACTOR SHALL ALSO VERIFY IF UTILITY LINES ARE ABANDONED (and physically located in-place).
11 *l 100-FOOT BUFFER ZONE
/ a , '$4 :m • (measured from. BVW) / PLDE DOES NOT CERTIFY THE PHYSICAL CONDITION OF ANY EXISTING UTILITIES SINCE A TV CAMERA WAS NOT USED FOR INSPECTION. PRIOR TO ANY SITE WORK, THE SITE CONTRACTOR SHALL NOTIFY DIG-SAFE AND VERIFY LOCATIONS OF ALL UTILITY LINES
existing House mA 2aa"p / WITHIN THE PROJECT AREA. PLDE ASSUMES Ni RESPONSIBILITY (or LIABILITY) FOR ANY BROKEN (or DAMAGED) UTILITY LINES BEFORE, DURING OR FOLLOWING SITE EXCAVATION (CONSTRUCTION).
/ P � b 2 /
0 9 a
h 2 72"
c,.
e
P m"
/ P • ' m,, a Y AND ALL CONSTRUCTION MATERIALS, METHODS FOR INSTALLATION AND DEMOLITIONS SHALL COMPLY WITH ALL LOCAL AND STATE PERMITS, LOCAL AND STATE BUILDING CODES, TOWN DPW/ENGINEERING DEPT. SPECIFICATIONS AND CONDITIONS, MASS. HIGHWAY
a�4
•� -' /T,aAOS�
TO REMAIN µ°/k"°y �- m�. ;',, j -�' i; / DEPT. SPECIFICATIONS, AND GOOD ENGINEERING/CONSTRUCTION PRACTICES FOR SOLID/PERMANENT AND AESTHETICALLY PLEASING CONSTRUCTION. FINAL LOCATIONS AND INSTALLATION OF ANY NEW (or REPAIRED) UTILITY LINES ARE SUBJECT TO THE APPROVAL
%' \\ gravel pa.Tking) %, �.x le eo / FROM THE TOWN. THE CONTRACTOR SHALL INSTALL A PERMANENT TRENCH PATCH (PER MHD SPECIFICATIONS AND COMPACTED TO INSURE NO SETTLEMENT) AS REQUIRED.
/ OR
ma` - BE LANDSCAPED a� �;z • ng s 11 Z • �, / PRIOR TO WORKING (ANYWHERE ON-SITE and/or INSIDE ANY ROAD RIGHT OF WAY), THE SITE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS TO PERFORM SUCH WORK. THE SITE CONTRACTOR SHALL CONTACT DIG-SAFE AND/OR THE RESPECTIVE UTILITY
/� sem- g^a>e, oc^<^g e"�Fe a>a` o �« / COMPANY PRIOR TO COMMENCING ANY UTILITY OR EXCAVATION WORK.
/' o NOTE. THIS PLAN ASSUMES THAT LAND %°° / bm m,E /
4c SUBDIVISION IS POSSIBLE 9z ----as, \ b , ro' "" / THE SITE UTILITIES CONTRACTOR SHALL OBTAIN APPROVAL FROM WITH THE CITY OF SALEM FOR FINAL DESIGN PRIOR TO INSTALLATION. THE SITE UTILITIES CONTRACTOR SHALL COORDINATE WITH THE CITY OF SALEM FOR INSPECTIONAL SERVICES. THE SITE
• m / CONTRACTOR SHALL COORDINATE WILL EACH RESPECTIVE CITY DEPARTMENT FOR THE REQUIRED APPROVALS. THE SITE CONTRACTOR SHALL PERFORM THE REQUIRED TESTING PER CITY SPECIFICATIONS PRIOR TO ACTUAL UTILITY USE.
m and/or `oe .m4 "
/ � e ZBA VARIANCE/iFAIVER(S) ARE ALLOWED �°\ � o ,'k �m"" ma
/ mem �^ / 1V V 1 V N ,�6 �0` ,'// ', V4 / IF EXISTING UTILITY SERVICES (and/or MAINS) ARE TO BE USED, CONTRACTOR SHALL INSURE THAT THEY ARE IN GOOD WORKING ORDER. PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY, THE CONTRACTOR SHALL HAVE THE SEWER LATERAL (AND RECEIVING
m4 �4 ". /,^ 1. ,rte 00 •a`/ / MAIN) INSPECTED BY TV CAMERA AND SUBMITTED FOR APPROVAL TO THE DESIGN ENGINEER AND THE CITY OF SALEM. IF THE SEWER LATERAL IS IN DISREPAIR (NOT CLEAN, CLOGGED WITH DEBRIS AND/OR ROOTS, BROKEN OR CRACKED OR PARTIALLY SETTLED
/ ° m • /.•' Amo ��\ ad / CAUSING INTERNAL PUDDLES), IT SHALL BE REPAIRED/FIXED AS PART OF THE UTILITIES PERMIT AND SITE CONSTRUCTION.
a � � S) ,�, 4 .' �,va
a' m� MARL 9096UGH RO D .",m � '1 (and/or LOCAL/
STATE/ / 8. AS PART OF CONSTRUCTION, THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL FIELD CIRCUMSTANCES and or TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH LOCAL STATE BUILDING CODES, MHD
I / aif HENRIE REALTY TRUST m, ea ,�* y'� ,ia� SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO THIS PLAN ARE THE RESPONSIBILITY (and the LIABILITY) OF THE CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PRIOR APPROVAL FROM PLDE SHALL
x STEVEN GAGNON, TRUSTEE 4i " - - --- - /••' '% . a PROPOSED RE-GRADING FOR STORMR'ATER WATER QUALITY SWALE AUTOMATICALLY NULL and VOID ALL PLDE CERTIFICATIONS ON THIS PLAN and ACCOMPANYING DOCUMENTS THEREFORE PLDE IS NOT RESPONSIBLE or LIABLE FOR ANY FIELD CHANGES MADE WITHOUT PLDE PRIOR APPROVAL. PLDE IS ALSO NOT RESPONSIBLE
/ md' A m \ /L ( ), ( )
amm r " MAP 10, LOT 32 ' ' • /.• " existing lawn /4;i, la pe pression designed to retain 86• detain storYlbwateT
a";;° ,�� o �� q � / (landscaped d d¢ g (or LIABLE) FOR ANY CONSTRUCTION PERFORMED BY OTHERS (WITHOUT THE FIELD SUPERVISION BY PLDE. PLDE DOES NOT WARRANTY, GUARANTEE (OR WILL BE HELD LIABLE) FOR THE WORK PERFORMED BY OTHERS.
I / O mm / ,a ( .e S� ruTw ff) FOR WATER QUALITY 8c QUANTITY MITIGATION
" aip 1;Lr ,'/ .m' +82.8 1
�' _ _ �. AV (footprint=1,2OO±SF, volume=360±i PLANTED WITH LOW 9. STRUCTURAL ENGINEERING (if required) SHALL BE PERFORMED BY OTHERS. CONSTRUCTION SHALL ALSO BE PERFORMED BY OTHERS. PLDE ASSUMES CONTRACTOR TO PERFORM HIGH QUALITY WORKMANSHIP and STRUCTURES (including buildings, walls and
/ i �
a. /� 5 ria '" \ - � REMOVE TREES THAT ARE LEANING OVER THE HOUSES ° '�• INDIGENOUS GRASSES (nwwable). foundations) ARE "BUILT TO LAST". THEREFORE, PLDE IS NOT RESPONSIBLE (or LIABLE) FOR THE STRUCTURAL INTEGRITY OF ANY EXISTING OR PROPOSED STRUCTURES (including repairs).
DMX RIM=85.02 �x', It,/1 am a `° + � 1. )I w NOTE THIS DEPRESSION SHALL BE SHAPED AT THE SAYE TIME AS THE
Ai / exist ; gravel Parking p • a�X84 �•N m"1, m0"b , SILT-FENCE INSTALLATION (prior to excavation of the house) TO PROVIDE A
% �,11 , a,44 mg.'` my� + m \ 30i F ./ / TEMPORARY SILTATION BASIN AND SUMP FOR DE-WATERING (during construction.).
,r� f � a ," 84.7 \ \'. R OVE " i x. EQUIP THE SILTATION BASIN WITH A CHECK DAM AT THE DOWN-GRADIENT END TO 1.5" SQ. WOOD POST 10' TO 4' O.C. OR
�'ke-0° ^alp y m,� \ �• m I , CATCH ANY SILT and/or DEBRIS. ONCE THE HOUSE IS CONSTRUCTED AND THE STEEL REBAR POSTS SET 10' APART
WRAP ATTACHMENT UNDESTURBED DISTANCE
? Car ml ' ( a m \ k x GRADING IS DONE, THE BASIN SHALL BE FINE-GRADED (by removing stilt/debrisEo CORD AROUND
d mA �-Ojn ,a -� R OVE e
/% co %) . H `m m 84.9+ I IL I �° 'and installing 12"min of sandy gravel on top of m1i fabric) and SHALL BE / POST TWICE (SEE PLAN)
11 w e.,stin lawn .m
ii E , '! SAVE(if possible) a CONVERTED INTO THE PERMANENT WATER QUALITY SWALE (all work under the
ii / ��_� y`a,h g / .\ m°9 30 x °w4b supervision/direction of the wetland scientist). / FINISHED DOWN GRADIENT
ml �, NEW DMH \ m e PROPOSED \ existng awn \ a ,x
e RIM=84.38 :per ° DRIVEWAY (asphalt) \ a GRADE
m�°d� INVin=80.35 \ �•� +82.7 �� bm 1 "q a�F NEW DMH �A V� MIRAFI FABRIC V AREA
�// 5' TO 10' WETLAND RESOURCE
�° SPOIL
\ 1
°� 9 mm' 1 •ti'�. ♦ n RIM=84.0 / / \ / ni I
ms INVout=80.25 x+� _ <ng �. m v �$3�. #6
I Q °? d Irequ res field - '� a' a • % ,17 s �' INVin=81.45 / �/\
a,\' ) TO REMAIN a3 `�''�, PR�OSED "m �� a,, \ w,e \•\\~ INVout=81.35 'i�\//� ,Y` >
4confirmation)ation am m a "
m� ymmb / app., (a.3 gTa.'Ue��Tl.a A�r� 12 O.8'X Call � •m � � � .'rm\ \ \ �yv. � a2m "^ "m / / \����/�/�/� z
�� 8" SUTTON TERRACE /�
/ 9 - _ v v., � +82.6
TO BE LANDSCAPED _ \ �° ROGER H. LeeLANC / %//1, \
/ g 3( mg s0 m� �� (TO 9f CU -SnNG " ��, /.85.05 \ \ \�.\ 0"' ,�,*�'- / MAP 10, LOT 29 / BURY FABRIC 8" MIN.
�' m CgpP�O 8 0 A"' a0 / 4 \ �.� � / IN GROUND. DO NOT
ma m. \` � A
,p @ — / D �` _1• ., PUT SPOIL ON WETLAND
m;4 / me, A@ O.�` / / .y ZA (pe \\ �I :. ► s SIDE OF FENCE
q, , nm �� y" +, maf ��)\'m"'�" �� 4 \\ • I \' �g" m ai"-, /
r°
m� �� ka° eco \ �, ` NOTES:
m \" a e"'sting 'awn �B$ \84� N, P� 8, 1. CONTRACTOR TO INSTALL TEMPORARY SILT FENCE EROSION CONTROL (LIMIT OF WORK) AS SHOWN ABOVE
_,_ N existing lawn 0 ♦ AND HAVE IT INSPECTED BY THE CONSERVATION COMMISSION PRIOR TO ANY EXCAVATION OR EARTH REMOVAL
a^,q • / \
,.Zrm / �, PROPOSED " v �G. / / ON-SITE.
// � GARAGE 3 • \ \•. s7i ` /
P.WG m Bo bad /exsting concrete m`� O \ \ q�� ♦ 2. CONTRACTOR IS RESPONSIBLE FOR INSURING EROSION CONTROL IS PROPERLY MAINTAINED AT ALL TIME IN
` / a`a a.°r / m1P as \_, a1\ 61 T. +82.4 °> \ o / / ACCORDANCE HATH 1HE ORDER OF CONDITIONS (WETLANDS PERMIT) AND IN GOOD OPERATING CONDITION.
%" �°m , m' '--8a "m o v` �_ aoax \ Sa ®� A25 #8 EROSION UNDER SILT FENCE IS STRICTLY PROHIBITED.
�4 / DEMO EX.XOUSE, la' \ 1 y
` / 65'1 CONSTRUCT PROPOSED HOUSE \ \ s, iO h
�� m� a • TOOT RINT 30' x 40' cn \ \ ; I 1 \ a,\ 3. ALTERNATIVELY, A 9-INCH BIO-DEGRADABLE SILT SOCK (STAKED IN GROUND PER SCS SPECIFICATIONS) CAN
r
m' m j/ / 8 8 _ - - - 1 / SUTTON TERRACE / BE USED INSTEAD OF A SILT FENCE.
e19 5^ existing house / ,-— .'°e1 �¢• / ••'mom (with garage 24' x 24') A V A\ ��- - m`A24 - V/ -%% a:` ,i"`//• / THE DONNA FAMILY TRUST /
1 mgt / -P "� mm" m,, 4 aa„ / SLAB ON GRADE (no basement) ,° vv G _L[ ATI- pF Cff4i_DA4( - c/o KELLY ORLOWSKI 4. FOLLOWING CONSTRUCTION (AFTER THE ADJACENT UP-GRADIENT GROUND HAS BEEN PROPERLY STABILIZED),
x> �"� ` / �`- 83 ' �'° ,o \ temporary-during dOnstrftct 'L) MAP 10, LOT 28 PRIOR TO ISSUANCE OF THE CERI1FlCAlE OF COMPLIANCE, THE CONTRACTOR SHALL REMOVE 1HE SILT
I * �4 ,� - ,.PROPOSED FFE=B'15 l P� \ \. �1 - - - -
I 4p. �5 �� (z)12.fi,t^ - _ p ;4 /,,*l eta, / �r \ y - ,4,- OQx� - �/ - � % ,Q` / FENCE/SILT SOCK AND FINE-TUNE THE DISTURBED AREA. SPREAD HAY-MULCH ON THE DISTURBED AREA WHERE
m m m� RO,o° L14 0(a ° a4 0, \ \ - - - _ = - - \ ♦ 111E SILT FENCE/SILT SOCK WAS.
a �O
, %6' a
-1
I j�1 °c _*i /•, d ,. d'A \ SDSEp .�`•�f` , ", o \ \ Z _ W - \I �� - �
m°4 ° �� - �, >v w Y o \ �a - - - �° SILT FENCE DETAIL
�i eco, ° / + + + , + +'A `� o °°� �'q /CO .. ) _ � "m � - - `/.
01 ,
r j���/// / - + + + ;+ + x +1 _ Sl ee EXISTING FFE=84.71 / e� 9 22 - - - - = �% �m a>ti ♦ of T, kale
mIU Ta" a _ �� �A� W I 20fSF Bi'W IMPACTED (during the /
/ ` P. �/�// / ,ee''+ + + + + /�+ -` e All /'e / �s* �-- ay"" - construe on of'the headwall) TO BE� /
a,E y _
/ /// / /' - +e +' + + h/i + n `B� %v `� / e`` / o \° I .e�24 4'%e"'- -,lam R�S�RMD BT Su JjBTUiSiCn/diYlECI -A -----84---_
♦ / #10
'"'cam , exi�StlnQ.(e+d�e ✓ <A ' ^� / +$8.1 .a .�,'a 5 m 1 �j �J�� /
/ +♦ m"F / + +g_b�r y « , r + y Z Fm°+ .. `� / , / / ss{e*' a�+ t2 - of -- 'jCtEQA'NL scientist) \�. SV SUTTON ON TEi k•LiCE
q„
1.
°e _ / +/8+ + + /'' +: - aart eb /„a / / v"y` / 2.0 ee �L - sh - - J� _ _ �L' d, fi / /
a q / �, 0
/ a \ -A�'+ r'/ - / +\ "�g9 CC / / / fQ� a"qq� EW CONCRETE,HEADWALL L -_W �� �/ MAP 10, LOT 27
/ - e + + / - - +/ ' )`( � ( / ., � p' --(poured-in-place) - A26 �>, NO WORK PROPOSED IN THIS AREA /
/ ) a + +/ / - \ \ / amWa A20 USE EX.INVERT=8L67 - v - _ �� except cle¢n-up, if required)
_ _
1 \ ♦
#184 / 0 + + _ -- \\ a i m a3 SAVE 2 TREES s possible) - - - ��
r e+ \
m / +85.8 ( f 7� )
♦ a .A�.
/ d" / e ,v y a \\\\��40 . a. " / i TW:85.6 m :82:6 T4'BE PRUNED _ - -\, -\Ir- - �,- y'- - Vi �, _ \ /
�, _
MARLBOROUGH ROAD - ,, e v vv Asg _ _ _ _ _ _ _ 41_ _ _ _ _ i, /
.e g ' \`-, /
WILLIAM J. MAILO 1 y ��� v v exs,r- ,,,.,z. .LAWN AREA TO BE �� - - _ _---�—— - _ - - - - - - �� X85
MAP 10, LOT 33 F e> :,. a\ _ _ C'0 1� REMO -� - - - - - - - - - - - - - - - - \
,e, vay �I vv � 89.a1 /a^' E% VATED (FILL TO ° �� ♦ / /
-.`P,.. � . --, _ .y v,^ 15� � � m BE ELLY SAND) - w - - _ - ,� -�'i W_ - w_ _ v. - - yc - ,vzO -.I� _ W - .�- - w - - - ., ��� ii, 8q - _ _ - / /
�� ii
"�� v°� _ - 92 � v v k � I (install ne lawn) `� - v� v. �°�.v_ -
�(Q3)+quem ase - - - - - - -� � - - - - - - - - - - - - ��'�.-��__�_� A29- /
I - REMOVE SREMOVE 2.0 `I' - �" - `v - � -\I'_ - - - _\, - v, - - \7 _ -\/ - \I,- �- - w - \F - - w - w \4. A28,1 �\
_ y -SILT FENCAF - _ - _ _ _ - �BORDE TNG Yll�GETATED #12
I
A fe _ t /' - r ... 12`•/1."`'' I � % — -v,
d. REMOVE 6g 1'W:85.6+ '/ -90tLF-i \,- _ �}, - - \/ A� yr - ,L - \V_ - b,- - \I/ - _ \b -\/ - -� - �l/- - ,L - - \b - - \I, - _ agged a rue db, - _L
V.83.G— (see-dei — — — — — — 0 — — — — — — — — — — — — — — — W — —� — — — SUTTON TERRACE
• no%a yam+ 6 x;' %^, - � - +b - v -- , _J/ - `�/- +v ,V - dy- -�V - NV- -d, - �I/ - dr - �L - V/- -V, - �L-' I- V'-) -vl/ -� MAP 10. LOT 26
-WETLANDS-
""sle a er - - _ - - _ - _ - _ _ - - _ - _ _ _ _ - _ _ - 3f__ N 55_ - _ -
,•,y(, "a, , a +85.8 A18 - -- - - - - - - - -
V ♦ ^'
,b\y s y' w - V, - -y/ - y/- �, _ \/ - -\L - \L tel/ _ �(/ _ - T\LL Cse YR-�o. _ - - -\
♦ /
11
o ` ^ � 6"',
•� �, ' e - 18'wide-FIELD STBNE - w m� - - - - _ - _ - - - - - - _ - - - - - - _ - - - - - /
2"CRUSHED STONE (NOT 2-MINUS) 9.. a a*REMOVE TAIN - - - - - - - - - - - - - - - - -
lli l I ,.,-,-g .e>ge 6 xa w6, \ (.488 �tWAL>L: \ice - -\y _ _ - _ ,I, _ - \L - _\V _ \I/_ - �I/_ _ V/ _ - vC - _ \Y _ -W _ - �It - \/ - \I� _\I/ - \/_ �� ♦ /
-` _ _ _ _ _ _
EXPOSED CRUSHED SIDE ♦ `y,- - \ - - - - v - - 0� _� _ - - Z - - - -y _ - - \ - - - - v - - Z7 r -�/ - _ - =y. - - _ - y /
,N TW-85.7 _ _83-
o (WISHED GROUND GRA ONE) • a� a^, ' � - - - - a - - - - - _-' � - - - - - - - \ �p a /
! ii
j I= >_ ' D ' D D ' D , , , 1 REMOVE TREES THAT ARE o - - - - - a o" 6 REMOVE 81:83.7 �., - - v, - _ s .' \, - -�/- _ �, - \I, - s - - ,I/ - - - - w- - \l,- a _ - \I, - - \c _ -\, - \I/- �' -a,- - \, - - m - \/ - \t- - v, - \I, - ��..��
III—III III LEANING OVER THE NEW HOUSE. ♦ s Re, m _� BORDERING VEGETA ED - - - - - - - �, - - - - - - - - - - / - - - - - - - - - A30 - - ®�'
< - o - - D \ n LEDG / ) / 9 '' 98ed3 i �1, - \,- d> - \L - \Ir -,!/ - ,l/- d/ - \/ - -,I/ - ,I/- �I, - \, - �p - \/ - y- �1/ - y- A31\L Al
: w m \ -g o _ � - IIETEA�NDS VlI _ tr - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - /
of III—I - D st2�� ` = - CHIP-AWAY (and/or BLAST THE v " _ _ - _ _ - _ _ - - - - _
EXISTING E o v °' - - - - - - - - 4
—I i Alm i - w � - � - - �/ - v11 .n - - - � - - � -� - v�- - -,� - - - � - - y - - - - v
ii �I =� (to slake a ledge face here) 6.. .av ° v �� , A �� � (Efo eYa 55� - - - ; - - - - -�I - - - - - - - - - - - - - - - - - - - - - - - - - - - CALUMET STREET
III= ____ _ _�� - - _ - � - _ - � - - _ /
(N o `� _ MIRAFI FABRIC yea (sse�Jote - - - - - - - _ _ - - _ - - _ - - - _ - _ - - - - _ _
�1, - \I/ - JOHN DONAHUE
y . D .,D D ' D D _ ' > • 9 l \ -w mk - \I/ - \k -\/ - \1/- �/ _ \1/ - J� -\/ - \/- ->I/ - J/ - ak - ,I/ - \I� -\I, _ \,- '�
Ln ¢ � III—I o � N o — I—I I I ON SIDES TYPICAL 9,` \ \� `� \� \ %\ - - - - - - ,- - - - - ,'- - - - - - - - - _ - _ -i - - - - - _ - - - - - - - - - - -
•`` — (TYPE:140N) \ \ \ \ \•g ` - - - -' - - T - - - - - - I - - - - - - - - - - - - \/ ♦ MAP 10, LOT 240
_ Q _ � I I I—I I ( ,• •, p Q ._,\ ! - `� _W _ -,li - �I„ - J/ _ - �I[ - _ w W - Wil/- _ W= - ,Ir - _ ,I/ _ - JL - _,l� _ V,_�, �/- _ `1' _ - xIG - _,1� _ -,li - .v- _ �I/_ - �c - - y, \IL -,I, _ \V-_ - -
o a _ DRIP TRENCH 12 TO 18 dee \ \ ` ` P _ -
w III III o ° o ° o III III_ , Crushed Stone 2"d2am•, NOT 2" `yS \\ `� ,\ \ �\ �� /'mN� _V,- Z _ ,l, i' ,�, \L �/ S \li - S/ -�,W ,1/ ,L_ J/ ,� 1l/ S ,I, Wil/ J/ �/ S `tom
I� p F 7/Linu3 stone), 24"wide Tnin m \ . \ �� \ +\ `.\ .A \ / i - _mt; - ��_ - _ - - -/i- - - - - - - - - - - - - - - - - - - -
o III— 9 ' III—III— DESIGNED TO CATCH RUNOFF :` \ \ ' - - - - - - - - - - - - - -
3 D _' c _ ' n _I�A _ D _ D, v �' —III— \ \ \ \\ \, \\ \\ \\ \, \\ % °o / , ¢°P` \ W 1111� - V/ i- \L- _ / - - \L - _ d/ -,L \L- �I, - ,1/ - _ S - ,1/ - 1� �l, - J/- -IV - J/ - ,IV- _,1/ - \L- 'N - ,1/ - \V -,l/ - ,IT J/ - \f, -
o oti o • FROM ROOF (to reduce splatter \ \ \ moi' \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
_ _ 11
� _� �, III—III—III and allow fbT percolation) with s� 6 `\ \ \, \\ \\ \\ \ \ `\ ` `\\ \/` /`\ \ t/ ,L \, - - - -\, - W/ - �/ - - \, - - \-b- _ -,y - -\,- - �l/- - \L - - d� - -i�\!/ - -,lT _ �I/ - ,I/- - d, - - \I/ - - ,b- - -\L - J� - �I/- - \L - - d� - - J/ - _JT -
a =III= = = — =I I=III—III= I = I = 4"PERFORATED PIPE (connected to \ \\ \ \ \ \\ / \ / �♦ ,' _ - - _ _ - _ _ _ _ _ - _ _ _ - _ _ _ _ _ - _ _ _ _ _ _ _ _ _ -
I- _III III—III 11 11 III=III—III=III=1 4"Solid pipe discharge to water / \\ \ `\ \\ `\ \\ \ \\ \\ \ \ a - �/- �- - .� - �- -.� - �,- - �, - -�, - \L- �, - �, 41
-
~ quality swale see detail \\ \ \\ \ \ \\ ` / \ \/'D' \ _ - - - - _ - - _ - _ _ - _ - _ - - _ - - - - _ - _ - - - _ - - _ - _ - _ _ _ _ _ - _ _ _ _
\ \ , \ \ A ,l/ - \k- -\// �- ,I,_ "! - y/ - \lc -\L - \Ii -I/ - \, - syr
III II I II=I I II11 I CLEAN-OUTS (CO) AT PIPE BENDS e' :' \ \\ 11 \ `. \\ / i� \ i - � - - - - - - _ - - N - _� - - w _ k - - - _ - k - _
4 INSITU SOILS \ /'� \ \ - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - -
• ` \ \ \\ `\ \\ \\ �� ® \\ \\ / \\ \\ e �� \ \It _ T - \, _ \L/ -\, _ \L- y, _ V/ _ V/ Vi V, - \L_ �It _ \V _ ,L _J/ y/- �/ - \1/ _ 1�c -,L - y,- y/ - \I/ _ yL
ICI 4" PERFORATED PVC A - _
cl / \ \ \ V - \L - -\I/ � � - \U/ \L ,/� ,l/ �I/- �„ Ji - IS \1, ,1, \I/ ,l/ S/ ,I/ \I/ \I/- _1, �„ \1/ \I-, -\1i
o NO MIRAFI FABRIC ON BOTTOM SDR 35 PIPE ` s ',,�` I \ \ sp V - - - - - - - - - - - - - - - - _ - - -
I \\ / 9 9 e \\ \ \\ \ \\ \I/ - \vaa- ,T, - \1/ - _yr iii - ,I/- _ w - \I/ - \V \y' - \1, w - \1/ - \v -\1, - \IT -IV .l,- v/ - \t' - ,l - -\I, - \1/- w - ,;, - /
'a NOTE: INSTALL CLEAN-OUTS AT PIPE BENDS (for ease of maintenance) a s" �/ \ \ \ \ s - - _ - - - - _ - - - - - - - _ - - - - - - _ - - - - - - - - - - - - - - - - _ - - - - -
_ v Vu) �� \\ \. vv B ,6 V -vI - Vr- �L - � - <b' - � - vLl- �-� - �- rtL - ,L - v eb- -vV - v1/- __I/ - vL - <b - \/a vV- �, - \V- -di - V/ - ,b' -J/ -
4 DRIP TRENCH DETAIL �� "°`° v� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \j` _ - _
� `\ a' • \ "'e\ \ - `L - 'd` - \, - `1,- -\, - `1/- +d, - \1/ - \b` -\I/ - 4- tel' - ,l/ - ,l` - \I, - `I`_ -�L - J'- 'd' - `1/ - \y` -\I/ - `I/- -xL - `L
Ver o ace e 9a - 8� vv 8. v - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
X \V #0 B� D° �\ \ \ _ \, -\/ - ,V v,- - Nle - - \l, _ -\1L - _\Ii \, - -\I/ - \n_ - " - _-4, - -\I/ - -,I/- - J/ - - \It - `I' -,1,_ - \L _ J/ - �v - - J/ - ,I/- - -\L 1I/
T
_ /
J _ _ _
�, s..� "gym A14 - - - - - - - - - - - - - - - - - - - - - - - - /
n - --�-
-o\ `\ 12eo \ 'I \ V/ - \Li _ \,1 - -\I- - � _ J,- - \!i - _ \I, _ - \L, - _\V/ _ \Y_ - NI/- - .I/ _ - ,Li - _\V _ -\L - \i - �'_ - .,1, - - ,L _ ,�/ -,I/ - \/- _\/ - \/ -
#182 - - - - - - - - - - - - - - _ - - - _ - _ - - - _ - - - - - _ - - - - - - `
� \ \ , -
O (2)6' xx'� e 2 vv A vv vv vv v A 'v ( - � � - �- � - S - -� - �_ _*/ _ Z - Vi _� - � y - Z _ W S _ vy - �_ I - y - vii -J/ - J/..
%
K 18'WIDE (typ) 9 °\ \ \\ \\ \ B \ `\ - - \1, - \V - -\I, - \- _1/_ - \i/ - - m - - \/!u' / -\r -\i,- - \/- V/ - - \L - - ,tr - -\I/ - -\I/ - \V-
MARLBOROUGH4AD s ` \` — — — _ — — — — _ _ — -
v v
2 JENNIFER MULLEN V vv vv v vv A vv vv vv A -vL - V,- �L - - -� - -� - T - - - - - - - - _ - - -1411 - - _. R
O1i MAP 10, LOT 34 4 I ♦ .° 0 v �.v A ,y� v v v V v v v V v dr - - - - _ - - - - _ - _ _ �✓- - vV - _ <b - - V/ - -JT - -� ,L- - '`t #186- 192ll - - - - P ■ t P o S E
FINISHED GRADE � \ 6' \ 10'*a\\ \ a \ _ - - - - _ - _ _ - - - - _ - LOCUS _ - _
6. \ \ \ \ \ \\ \ \ ,s m"a \ - \I/ - W- -\I/ V/- -I, - ,I, - +6% - \L - \L-- -'•Y \l/- .1, - \V - ,6� 1 i -\V \L-- �
I (SEE PLAN) ♦ \ vv vv vv A \ Q'A13- - - - - - - - - - - - - - / - - -
` I ` m \�' - J = - k - =\ - -.� y � _ _ � - _� - �_ - � _ 1.14
_ SITE PLAN
/ g. ,, \ \ \ _ MARLBOROUGH ROAD
Z MIRAFl FABRIC (140N) _ G P 1 \ _ - - - HENRIE REALTY TRUST _
z A _ _ ♦ �� \ \ 911 , �� _ — _ — — — _ � TE- LG TEE _ —� — SHOWING PROPOSED WORK
a \ \ \�/\/�/ // // // / � =III— \\\ \ A1z�= - - _ - - � _ - _ � - � - _ s _ - _� - _Sz _M - z - -
EN CACN N, TRU
v v v v vv Z AP 10, T 32
/v/v v —I I—� �� ,h,c — 8a _ — _ _ _ — — — — — — — — — — — — — — — _ — —
E IIS .. �• ♦: - - �.p ` vv vV 11 \v vv vvv vvv V vvv vv :oa vvI v I� tIV - \, vl- � - yL V/ - vL - L -vL - \Ii � - vL - vV - vL - � -�L - � V/ - y - -� - -V/- — \I,— TO ACCOMPANY A
°� INSTALL SMALLER FIELD a .. . . . �. �1 I — = A yv % - - - - - - - - _ - - - - - - _ - - - - - - - - - _ - - _ - _ - - -
i! = STONES 12"dlCm. ON TOP / a. _ m � I \ \ -w - \I,- d/ - \1/ - \y- -\v - \I/- -d/ - \v - vri -\v \Ir- �I/ - \I/ - .41 - ,I/ \I� -~1/ - \v- -a/ - .1, -
a ( ) \,� COMPACTED GRAVEL FILL /,:.. • y�II=III=I 1 � '\ \ � � - _ - - _ o _ - _ _ - - - - - - NOTICE OF INTENT APPLICATION
V) wii I (MHD M1.01.0) 12"LIFTS' -, `y' ,' I/—I —III=III • ♦ \ \ \ \\ I - - _ - - - - - - - - - - -
_ a^^ a '/. •III—III—III / \ ` \ "'`m`\ \ \ \ \ \ xk - - \v _\L` - .I/- \I,- tel, - - \v - - \y- - -\I/ - \I/- - �v- - J/ - - v< -\I/ - \� -�- - \� - w - - \I/ - -\lam- - -\I/ - \� for the
Lu W -`, ,%. ,_;I I= II- 1 N e\ \ \ \ m a�A - - - - - - - - - - _ - - - - - - - - - Demolition
¢ %^ Qa °-1 ... . ✓ .`'.. I II I- / • m ` \\ sa ; \I \\ pD\ 1 1 = _ _ _ _ - _ - _ _ - - - - - - o _ - _ - - _ a - _ _ _ - _ _ - = of an existing single-family house & the
. . 4 _� \I, \1i y W_ �/ � \l y ,1i .1/ J, � \I, v� ii
f. 1 aZ , iI #18 - ` \ -\` p_ - - - -,r - - - _ - _ - _ - _ - _ _ - - - _ - - Construction
G .. . i I 1 (2) 2.. \ `\ V/\- „V/ ,V - S -\L \V �I/ 1p.m J/ - ,T/0_ - `L \IT -\li \L- �I\/ - �l, - S I -\L \I/_ 'v ,L - S/
_A2 of a new single-familyhouse
2qi� ° / / % ROCKDALE AYENUE ` \ l\ \\ I -\ - - - - - _ (including re-locating a drain line)
r M INSTALL LARGER FIELD Aa �. •:., 'I'r — \ \ - - w -v \ - v� - \ - m -�__ 1 - \ - v - - r - - \ - - - m - -
M STONES (24" to 36"diam.) ° L / jl,IrQ�I ' APPROX.EXISTING GROUND (NOT TO SCALE) 0 HUGH G, FORREST + \ ♦ ; \ \\ \m - - - _ - - - - - - - \ - - - - - - - - - - - - -
0 ON BOTTOM / �n i� 1 MAP >0. LOT 35 \ \\ 3"�m \ \ \ ` \. \\ \`\ `r\ \\ �, 'ate ' - - - - a - - - - - - - _ - - _ - located at:
Y w. I, ''III_ ` b \ \ \ \ 'd'd - T \l, - ,y -\/ -\,- __!/- rtl/ - - \I/ - - \b' -\/ \, �1,- - � v -
MIRAFI FABRIC 140N � r - , ; -
0 z _ .I I= c ) ., iii \\ `\ ` �� _� - -A� . #186- 192 Marlborough Road
v — — — — -1
gI ,J 11 I _ _ \ x? g:cstir� tiptop. \ - - I `m GRAPHIC SCALE Salem Massachusetts
D EXISTING GRADE - ;r a ( } \ \ - _ \ \ \ \\ „,�,
m”- - - - - y �o o zo o s Prepared for:
1 I I I I 1 • v v v ♦ 1 � A9/ ,v �- - u/- �, _ - vv - P
> (SEE PLAN) N _ a d a I— I REMOVE LOAM BEFORE INSTALLING GRAVEL FILL / \ , - •
1 � � 1 A '- _ _ Steven Gagne Trustee
� III — 12"MIN DEPTH BED (ROCKFILL 4"MINUS) ` ` \ I \ e• 1 - v - -\ - -
=-71 ♦ ( IN FEET ) Henle Realty Trust OF
�}-� _ Salem wetla,ads By law & NPA - - P.O. Boz 431 r� Ss
o III --1 1=1 —III / \ �`.\\ \ - - _ _ - - - - - 1
_ tN Mq
100-FOOT BUFFER ZONE \ m 1' - � � - ,- - � - \' -� 1 inch = !0 ft.
a —� =III IIIill A�'� ��� BORDERING VEGETATED Topsfield, MA 01983 0��� SCOTT IAN APs,
MIRAFl FABRIC (140N) — - (measured from BVW) +\�\ \ 1 V V8 - v- - w -WTtANDIS LBVIIj A4 �> PATROwICZ m
VV
9 /�/�y/1 T L7 �f�* - - -flagged and-surveyed - Date: July 1, 2015 � CIVIL. .
�_ \\ .'' ROCI�CDALE AYENUIs�` �` - y Ci CmAi; 1C 55)' - - J' -1 SOTF.: THIS PLAN ONLY SF.RVF.S AS A GENERAL GUIDE. THE SIDE CONTRACTOR MAY \EED PLDE#14-15 Scale: 1" = 10' Sheet 1 of 1 v No.33858 a
VI' SYDNEY M FAR6ER G (fie - \16_ - _� - A/, PO AD.1ti 5T FINAL GRADES (only with PLDE approval) AS NECESSARY BASED ON FIELD ,y 9FQ/
SMALL DRY—LAID FIELD STONE RETAINING WALL :\ - - - - _ I aa. ACTUALITIES. APPROVAL (from PLDE) IS REQUIRED PRIOR TO MAKING ADJUSTMENT. PATROWICZ �_y�_S
MAP 10, LOT 36\ v - S1 AL
\ ss� - - - LAND DEVELOPMENT ENGINEERING
o tib: Scc''e o 'o0 9s 9� 9 °s °s p 9, 9 o/o e 8s �8 8� 8s \�_ -�_ _� W - - - A NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION, 14 Brown Street, Salem, MA 01970
c ' \ \\V°r`�_. m -�` \ THIS PLAN IS FOR PERMITTING PURPOSES ONLY. (978) 836-6400
O
E
0
U
0
0
0