64-379 - HIGHLAND AVENUE - CONSERVATION COMMISSIONr �
� DEP 64- 3" , '
Plans � -- - -- - - - - - -�
1� v
770KEY & �
SMH B'Cl SEWER LINE AND MANHOLE LEGEND N/rC N NfDTL
S (NOT A CONS7RUC770N SEQUENCE) Opoe/r 1 �i^�
SIZE MATERIAL & FLOW D/RECnON EMMERTON
�B, 12RG_P D&OWIN£ W/7H PIPE SIZE MATERNAL CONSTRUCTION
- --_ __ & FLOW D/RECTION, CATCA BASIN - - - - - - - - - - - - 1 VACCUUM CLEAN CA TCH BASIN SUMPS. F
-,9 fH MANHOLE & ROUND C47CH BAS/N 305'82' ' 1 ' RO FY ` PLAN
���H 2 VACCUUM CLEAN CATCH BASIN OUTFALL PIPES.
- - PROPERTY UNE O / °� Aa 107
ZONING LINE
55.36' VACCUUM CLEAN ACCUMULATED SEDIMENTS AT CATCH BASIN J
N12o'4623'E BEAR/NG & DISTANCE ALONG BOUNDARY I 3 OUTFALLS UNDER 771E SUPERVISION OFA WE7ZAN0 SCIENTIST. I o for
« 249.56' >> 70TALED BOUNDARY FRONTAGE 4 INSTALL CA TCH BASIN VENT. N
AP ELEYAnON BENCH MARK o9�, 0 i P� �� Highland Avenue
POST DEP SIGN ON SITE WITH THE FOLLOWING TEXT.• O v LOCU S
EDGE OF PAVEMENT GG' I O SNA DEP FILE z464-379'
CAPE C00 BERM CURBV 1?
' Salem, Massachusetts 01930
O SEE GENERAL NOTE 14. `
\o\P� LOCUS MAP SCALE 1" = 2000'
- BUILDING, LIGHT, 57EPS & OVERHANG OLD FOG
x 232.6 SPOT ELEYA770N F OF wCTLANps
GENERAL NO TES
-
- 92- - - EX/ST. LIEVA77ON CONTOUR �SFF AL 1. LOCA PONS OF EXIS77NG UNDERGROUND UT/LI77ES OBSTRUC770NS YS7EMS SHOWN HEREON ARE
n PROP. ELEVATION CONTOUR NOTE WFAII APPROXIMATE ONLY. ALL UTILIAES/OBS7RUC770 S/SYSTEMS MAY NOT BE SHOWN. CONTRACTOR SHALL BE
#6 PREPARED FOR
�J ) 102 9 RESPONSIBLE FOR LOCATING AND PR07EC77NG ALL UNDERGROUND U77L17/ES/O9S7RUC710N5/SYS7EMS,
WFA9 LIMIT OF BORDERING VEGETATED WFA2 ,tom I WHETHER OR NOT SHOWN HEREON.
WETLAND (W/7H FLAG NUMBER) 0� 2. UNLESS OTNERWISE SHOWN, ALL NEW UALI77£S SHALL BE UNDERGROUND. American
0. LIMIT OF 100-FT WETLAND BUFFER ZONE 108.9 - - - 08.k 103.6 3. SAFETY MEASURES, CONSTRUCTION METHODS AND CONTROL OF WORK SHALL BE RESPONSIBILITY Beverage
O VENT t-°==_`��0g \_tet\4 WfA3 F OF CONTRACTOR.
�� � �
--\ 104. Oct.O 4. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY EXIS778G IMPROVEMENTS
104.2 I DAMAGED DURING CONS7RUC7/0N THAT ARE NOT D09GNA7ED FOR DEMOL117W AND / OR REM
A4 OVAL Corporation
\�
HEREON. DAMAGED IMPROVEMENTS SHALL BE REPAIRED 70 7NE SA77SFAC77ON OF THEIR
�� a.z RESPEC77VE OWNERS.
119.7 4 Mt `��\\'' \\ \ 0ZONE R- 1 1 Daily Way
119 2 1_ Tj ��\�\ \� \\\\ 103.4 S 5 ANY/NTETVDED REWlS1ON OF THE HORIZONTAL AND/OR WR77CAL LOCA7701V OF IMPROVEMENTS TO Verona Pennsylvania 15147
O - - - \ ������\ \\ \ s - - - - - BE CONSTRUCTED AS SHOWN HEREON SHALL BE REVIEWED AND APPROVED BY ENG/NEER PR/OR '
1ON� W 1 \ xA N��\ \\\\ 1 2 FF TO /MPLEMENTA77ON.
o ! \\ ``�\� do ZONE B-2
0J C\O GRAVEL \ \ F-\ 104.3 6. BUFFER ZONE AND EDGE OF WETLANDS SCALED FROM SITE PLAN OF LAND, SALEM, MA., PREPARED FOR. u
SEE \� \\ \\� j WFAB SUNBURST FRUIT �//CES, SCALE. 1"=20; DA TED 5/14/86; REV. 7/18/86. PREPARED BY CARTER & TOWERS u �TCOCl�
l ` #2 I \ 1 ��i ' ��\ \ 1 5 4 WFA6 J EXQUEER/NG CORP. 1 ILII �1
® 1 \\ , \ \ , \\\ 7 FLAGSWERELOCATED BY /N IRUMENT SURVE 0 RESOURCE AREAS WERE DELINEATED�ON 8 23/2004.y HANCOCK NRONMENTAL CONSULTANTS ON 8/16/2004.
CB i 1 /
90.10' I R=117.15' 11 \\ 1: 104.5 I SSOCIATES
O SMH \ \ 1=114.1' 11 \ 1 WFA7 8. PROPERTY LINES SHOWN HEREON ARE APPROXNMATE.
FO;MATER/AL STORAGE AREA R=1195' \ z \ (�, 3 FE 9. UNDERGROUND U77LI77ES SHOWN HEREON ARE FROM f7EL0 LOCA170NS OF STRUCTURES. OTHER
CONS7RUCT70N MATERIALS =____ \ \ I t '\\\�\ 1��?x I=113.68' UNDERGROUND U77LI77ES MAY EXIST. IT SHALL BE THE RESPONSIBILITY OF THE DES/GN ENG/NEER AND THE Civil Engineers
11x.7 ``o \ \ - \\� ,: ��-A SUMP=1111.5' '�` D z CONTRACTOR TO VER/FY THE LOCA 770N, SIZE AND ELEVA77ON OF ALL U77LI77ES W17H/N THE AREA OF
PROPOSED WORK, AND TO CONTACT "D/G-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PR/OR TO ANY
� o , �APRESUMED WETCAND FILL I EXCAVA770N, DEMOLITION, OR CONSMUC77ON Land Surveyors
REA = 645E S.F. LOT AREA
/ / / / o I 1 1\ \x'1:.1+j��1 'oa•a(SEE NOI645Y �,, 10. ASSUMED DATUM BASED ON EXISTING CONTOUR /NFORMA77ON SHOWN ON 05/7E PLAN OF LAND, SALEM,
1 \1�PI f �tis;��.,ro = 3.58451 AC. MA., " PREPARED FOR.- SUNBURST FRUIT vVICES SCALE.- 1'=20; DAZED 5/14/86; REv 7/18/86.
o PREPARED BY CARTER & TOWE•RS ENG/NEER/NG CORP. Landscape Architects
O CONC. BLOCK 11. NO VISUAL EVIDENCE OF PROPOSED WATER LINES WAS OBSERVED.I ° 1 r \\\ \ ti� '�
WALL 1 0 \ .0 �\\\ Environmental
103.0o \ \\ ti,, 103.0 12. THE CONTRACTOR SHALL VER/FY 7HE LOCATION AND RELA77VE ELEVA770N OF BENCH MARKS PR/OR TO
Ivo \ � 104-8 wFet w COMMENCEMENT OF CONSTRUCRON. ANY DISCREPANCY SHALL BE REPORTED TO THE ENG/NEER. Consultants
�, 1 \ \''s\\ 13. SILT FENCE AND/OR HAYBALES SHOWN HEREON SHALL BE INSTALLED BEFORE EARTH D/S7URSANCE OCCURS
1 STORY I \ 0'0\ \ \\1 \L���• \ W17N/N BUFFER ZONE, AND SHALL SERVE AS 7HE L/MIT OF HvRK.
1 1 \ k�l a \ \ 14. CONTRACTOR MAY U77LIZE PROPOSED VENT OR AN APPROVED EQUAL AFTER FIELD EXCAVA77ON OF OU77ET
METAL I 1 1 �t� 1\\\\\\\\ k �0 I PIPE AND SUMP. 185 CENTRE STREET, DANVERS, MA 01923
BUILDING I \\
I 1 `0 11 � \\M�\\\ ����� VOICE (978) 777-3050, FAX (978) 774-7816
WWW.HAN000KASSOCIATES.COM
111, \ \ � 13
REGULATORY NOTES
BIT. CONC. I
O I PAVEMENT 1 °` 1 \�\\ \\\;\x o3.2 I I. CONTRACTOR SHALL CONTACT DIG-SAFE FOR UNDERGROUND U77LITY MARK/NG AT 1-888-344-7233
2 STORY o I °.I 1 \�� \\\\\ \ AT LEAST 72 HOURS PRIOR TO COMMENCEMENT OF ANY WORK.
CONCRETE &
;104.6 2. CONTRACTOR SHALL MAKE HIMSELF AWARE OF ALL CONS7RUCT70N REOU/REMEA( ,, CONDITIONS,
METAL 2 I I SMH I I ,p A\\\ ' `\ 'u` AND L/M/7A77ONS IMPOSED BY PERM/TS AND APPROVALS ISSUED BY REGULATORY AUTHOR177ES
o�o I R=11642' 08 \�\ ���\ 4 IE111.94' PR/OR 70 COMMENCEMENT OF ANY WORK. CON7RACTOR SHALL COORDINATE AND OBTAIN ALL
BUILDING y I I R�115.28 CON5IRUC770N PERM/75 REWIRED BY REGULATORY AUTHOR/77ES.
CONIC1 SUMP=109.7'
i 117 STEPS I I " I=1112.3' a\\ \ \\o
STEPS I Q17.1
X61 N f \ , \ \\\ ' \ 101.9 EXIS77NG
\ � \ \ n \\ \ \\\\ \NFB5 PROPOSED LOW SCOPE GRADE PROPOSED 4' VENT
! INVA9Pf MANAGEMENT o TO EXISTING GRADE
1 STORY O 11 s 7 \'�� �\ 117. (, t11�!� I ( l l 11 o1.a & U1770A77ON PLANANGS
METAL I \\ \ 117.5 ; �� ljllli1ll II AREA = 1,5961 S.F.
BUILDING , � PROPOSED
o0\1 '0 . EAVS77NG 1242x4
I I I I 1 EDGE OF WETLANDS OTE CATCH BASIN RCP TEE
100.7 PROPOSED REGRADING &
(SEE 100TE 7) WFB11 � 9yO W£TZAW M/TTGA77CN PLANTINGS
WFBB 101.5 s AREA = 1,0371 SF.
\\ 111 It \ 101.5 101.6 ��
WFI97
\ \ \ 1 II I I III e�
/ 1 STORY �� \\ \� N II (IIIII iill►II II11 2 OU7TAU PIPE
- p !� / ,j`� i
/ I . OOO OCONCRETE
, sO 119.2 118.0 11 iI 1 PIIII ® j /� .1
EXISTING
12 APP SSE/REVISION DESI - O PROP. EROSION CON7ROL RCP PIPE . CRIPTIONBUILDING 36 NI � OOOO12 - SEPS 0
0 0 �,�/ �� /�� DATE: 9/02/05 DESIGN BY: BDA
x+p4�� O / '�
90.10' \ O O n ^ O /,`� �\ _ SCALE: 1" = 20 DRAWN BY: BDA
CONC. , e 121.7 120.4 119.5 11 .8 ' 118. 1 1 ,q 11 I Id \\�`�/p � 3.2 x10 R O G kWOY. /�\ 9T.2
14 } 1
COR. 1212 Ip p x1o2.s o CHECK BY: RFD
1z .9 / '120.0 119.3 lab. J } I fl �\ l ��� .;
1 1 / / -- - l I �°> BOTTOM OF EX/S77NG ROADWAY FILL `p:''
# _ / O / / „ IIIII \10 - • VACCUUM CLEAN
�t21� 5 i // / - -n /,�I I "� -, �° I CATCH BASIN SUMP
µ ? ^ry /ii��� �i� // / /,, X 15.2
446.70 __ CONSTRUCTION
- -/ - - -_- - CA TCH BAS/NAND VENT DETAIL PLAN
�1 1192
119.8 774s /,, (SEE GENERAL NOTE 14)
119.3 1s s' ;; NOT TO SCALE
u
ELEVATION BENCH MARKS PLOT DATE: FApr.\Lon Prof 9:54 °m
HIGHLAND (ROUTE 107 N STATE HIGHWAY N VARIABLE WIDTH) AVENUE a DATUM: ASSUMED SEE NOTE ¢ PAH: P: °"a %°,�l, RZ\17197\Ewg\Eng\
N0. DESCRIPTION ELEV. DWG: 11197CP.dwg ��
LAYOUT: SITE
0 10 20 40 80 1. CONCRETE STEP - "X" MARK 1.5' A.G. SET 122. 78'
SHEET: 1 OF 1
2. NAIL - 1N FOUNDA TION 1.5' A.G. FND 721. 15'
-J
- - SCALE: 1 INCH = 20 FEET 3 PROJECT NO.: 11197
LEGEND ` -
SMh SEWER UNE AND MANHOLE
PERMIT_ EMMER TO N__�_ _ - SIZE MATERAL & fZOW DIRE-CRON ` .
fti?- 12'R'CP DRAINLINE WITH PIPE SIZE MATERIAL
-- & FLOW DIRECTION, CAT311 BASIN - - - - - - - P
---DXIh'--- MANHOLE & ROUND CATCH BASIN 305.82 - - kOoti, -
SITE PLAN
PROPERTY LINE 20'x. G, ^- •` - \• Locus F
ZONING LINE at
N720'4623'E
BEARING DISTANCE ALONG BOUNDARY
_ .
<< 249.56' >> TOTALED BOUNDARY FRONTAGE /' \P
Highland Avenue
k
. #2 ELEVA77ON BENCH MARK O
- --�- EDGE OF PAVEMENT
CAPE COD BERM cuRe \ , Salem, Massachusetts 01930
z ) LOCUS MAP SCALE- 1" = 2000'
BUILDING, IIGHT, STEPS & OVERHANG y
- - - V` °fi ' A REFERENCES
X 232.6 SPOT ELEVA77ON
O I/JC DEED BOOK 228.32, PAGE 33
-- 92- EXIST. ELEVATION CONTOUR )3� L.C. CERT. Af77206
1911 PROP. ELEVA77ON CONTOUR 7: WFAI PLAN BOOK 55, PLAN 17 PREPARED FOR
O A L.C. PLAN 00921 A
WFA9
LIMIT OF BORDER/NG VEGETATED \ A \ wFA2 I
WE7ZAND (W/TI FLAG NUMBERS "SITE PLAN OF LAND,SUNBURST FRUIT AlICES,L SCALE. 1---20' DATED ARED ;14,86, American
LIMIT OF 100-FT WEILAND BUFFER ZONE vs. 3
>L- �10a_ REV. 7118186. PREPARED BY CARTER & TOWERS
��
FNGYNEERING CORP. Beverage
104.2 0
���F ZONING
Corporation
144.39 x i79 - ��\ \\��\
-119 `�\� �\� \
B-2 BUSINESS HIGHWAY
tag \\�\''� �� 9'�O ZONE R- 1 R-1 RESIDEN17AL ONE FAMILY 1 Daily Way
19.2 L .� ��w���� � s - - - - - Verona, Pennsylvania 15147
o - - - \ \ \\\\\\\\\ SFF
tioN� c 1 \ \�,S\\\\\�\\fit ' ti ZONE B- 2 I NO TES
eJFF�� NOS l GRAVEL !ID \\\ �\\\\\\� OTF wFne 1. PROPERTY LINES SHOWN HEREON ARE APPROXIMA7E
QSF #2 I \\\ , \l��\�\�\\\ a wFA6 J 2. M.D.C. GAS TRAPS NOT PRESENT IN CATCH BASINS. HANCO CK
1 \ CB y\ \\_. 3. UNDERGROUND U PLI77ES SHOWN HEREON ARE FROM FIELD ASSOCIATE(`'
90.10' i \ R=117.15' 1 I I \\ t ` Z - I LOCA 77ONS OF S7RUC7I/RES OTHER UNDERGROUND �l
wt A7 U77LI77ES MAY EXIST. IT SHALL BE THE RESPONSIBILITY
V R=1195' \ I1 \\\\ } r --_ OF PIE DESIGN ENGINEER AND THE CONTRACTOR TO
68' VERIFY THE LOCATIx'1=113. ON, SIZE, AND ELEVA77ON OF ALL
1 Z URLITES WITHIN 77-/E AREA OF PROPOSED WORK, AND TO Civil Engineers
1111917, ``.� \ \• SUMP=111.5'
0 1 \ _� \ CONTACT "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72
PRESUMED WE LAND 8LL T1 HOURS PRIOR TO ANY EXCAVATION, DEMOLITION, OR
I I �-AREA = 6451 SF. LOT AREA I -I CONSTRUCTION Land Surveyors
v o 1 °•`,
O zo ¢ I 1 \ ., (SEE NOTE /6J = 3.5845± AC. 4. ASSUMED DATUM BASED ON EXIS77NG CONTOUR
/ v a I ° 1 �' ` ' ' �' INFORMA77ON SHOWN ON ABOVE REFERENCED PLAN BY
1 Landscape Architects
CARTER AND TOWERS
\ O CONIC. BLOCK 1 1 t. \\\ I 5. NO VISUAL FWDENCE OF PROPOSED WATER LINES WAS
I • WALL 1 \\\\' Environmental
OBSERVED.
1 103 o
wFet Consultants
6. BUFFER ZONE AND EDGE OF WETLANDS SCALED FROM
1 STORY
ABOVE REFERENCED PLAN BY CARTER AND TOWERS
+ 1 1 \ �Is i \ ' = 7. WETLAND RESOURCE AREAS WERE DELINEATED BY HANCOCK
\ METAL I 1 `°.. 1 �F� 11\\\ \ w7 B2 I ENVIRONMENTAL CONSULTANTS ON 8/16/2004. FLAGS WERE 185 CENTRE STREET, DANVERS, MA 01923
BUILDING
i 1 1 .�\�� \ LOCATED BY INS TRUMEN SURVEY ON 8/23/2004. VOICE (978) 777-3050, FAX (978) 774-7816
I it I \\\\' , `O T WWW.HAN000KASSOCIATES.COM
0 z a ! BIT. CONC. wFea
n I° o N I PAVEMENT 1 j \\\�\\�\\\ \X 03.2
n �. 2 S1 CR Y
= CONCRETE & C3T
METAL 0 I I SMH 1 1 YI\�\\\\\�\\ 1 +
A I I R=11642' s 08 \\\ \ VA \o A FE
\ BUILDING O 1 \\\ \ \\ 1=111.94'
Z 1 1 R�115.28'
CONC. ! I " �� \�\ \ SUMP=109.7' I
/ ✓� STEPS I I 1=1112.3' \1 \\o\
! 1 �1 1 to \7 \\ \ \\
\"5 PROPOSED LOW-SCOPE,
1 STORY O 1-y \���\ \ 717 \ \ INVAS/VEMANAGEMENT
�(� ( I l I l & M/77GA77CN PLAN77NGS I
METAL \ \ llr.5 1I 111111 I AREA = 1,5961- S.F.
BUILDING '?° \ w� IIj � I'�111I
\ llllll 111 11 WFB6 i
\ \ 1 III EDGE OF WETLANDS
t \ II I1 \ l 111 (SEE NOTE j/7) wt=Brt PROPOSED REGRADING &
\\ I l \ 1 I 11 l I 1 h WETLAND MI RGA AON PLANTINGS _
it tIIIIII II ' wFB8 AREA = 1,037t S.F.
wF137 wFB9 l --
\ i2
1 STORY
N0. BY APP DATE ISSUE REVISION DESCRIPTION
CONCRETE p c\\ 1 l a.a I l I I I II 1 11 j I l - t PROP EROSION CONTROL l
BUILDING I i3.6 r: I CONC. \\ I I l III I I ! l 1 DATE: 8 26 2004 DESIGN BY: JGD
FF :;' STEPS I I 1 \
\ \\ 11111 I I 11lXtaw a� SCALE: 1 = 20' DRAWN BY: SMC
1111r!(((\\\\ \.
< COR. 90.10' 711, '20.4 119.5 \ u, .a tab °
CHECK BY: JGD
CONC. tut., [rtl(rl \����'°�� Xi :_ .Y 4 x - -- wleu
12 .9 120.0Fn 9.� - -,-� Ii + �\ \ 7 Y r
\ 1125_ Jam/ / - / -�`- J/ 0\ � 0> BOTTOM OFEX(S GRvAUY i' r,� I
15.2
ti
L O 446.70 SITE PL/1N
PtOT
a 119.8
n
u
u
ELEVATION BENCH MARKS PAM: � °" "n '°°"°° �
HIGHLAND (ROUTE 107 STATE HIGHWAY VARIABLE WIDTH PAM: F\Lona moo.,. RZ\1119 E.g\Eng\
AVENUE DATUM: ASSUMED SEE NOTE 4 DWG: 11197PS.dwg
r NO. DESCRIPTION ELEV.
LAYOUT: SITEPS
0 10 20 40 80 1. CONCRETE STEP - ''X" MARK 1.5' A.C. SET 122. 78' -- 1
ommmim� 2. NAIL - /N FOUNDATION 1.5' A.G. FND 121 1,5' SHEET: 1 OF 1
LL
- - - - - - - - - - - - - - - - - - - - - SCALE: 1 INCH = 20 FEET 3 PROJECT NO.: 11197