370 HIGHLAND AVE - PLANNING (3) r
CITY OF SALEM
PLANNING BOARD
July 25, 2006
Decision — Site Plan Review
370 Highland Avenue
�o
Charles M. Puleo,Trustee
Puleo Realty Trust
376 Highland Ave. m
Salem, MA 01970 3
S' v
RE: 370 Highland Ave. w
Site Plan Review C)
On Thursday, June 15, 2006, the Planning Board of the City of Salem opened a Public Hearing
regarding the application of Charles M. Puleo,Trustee, Puleo Realty Trust, 376 Highland Ave., Salem,
MA, for the property located at 370 Highland Avenue. The proposed site plan shows new construction
of an approximately 7,200 sq.ft. bank building with 44 parking spaces and construction of a portion of
the paper street known as Savona Street to Ravenna Ave..
The Public Hearing was continued to July 13, 2006 and July 20, 2006. The public hearing was closed on
July 20, 2006. At a regularly scheduled meeting of the Planning Board held on July 20, 2006, the Planning
Board voted by a vote of six (6) in favor (Power, Moustakis, Collins, Kavanagh, Sullivan, Ready), none (0)
opposed, two (2) abstaining (Durand,Lombardini) and one (1) recused himself(Puleo) to approve the Site
Plan Review application subject to the following conditions:
1. Conformance with the Plan
Work shall conform with the plans entitled, "Proposed Commercial Development, 376 Highland
Avenue —Route 107 (Tax Map 3 Lot 62), Salem Massachusetts", prepared by McKenzie
Engineering Group, Inc., 325 Central Street, Saugus, MA 01906, dated May 25, 2006.
2. Amendments
Any modification to the approved plans must receive the prior approval of the Planning Board
unless deemed insignificant by the City Planner. Any waiver of conditions contained within shall
require the approval of the Planning Board.
3. Transfer of Ownership
Within five days of transfer of ownership of the site, the Owner shall notify the Board in writing of
the new owner's name and address. The terms, conditions, restrictions and/or requirements of
this decision shall be binding on the Owner and its successors and/or assigns.
4. Pre-Construction Conference
120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 • TEL: 978.745.9595 FAx: 978.740.0404 ♦ WWW.SAI,EM.COM
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Prior to the start of work,a pre-construction conference shall be scheduled with the City Planner,
the City Engineer (or his designee), the Building Commissioner, the Health Agent, and any other
departments that may be necessary. The Owner shall submit a construction schedule at the time
of the pre-construction conference.
5. Specific Mitigation Items
a. The applicant shall meet with the owners of 5 Ravenna Avenue to discuss mitigation items
and shall report back to the Planning Board at the September 21, 2006 Planning Board
meeting as to the progress of these discussions for impact mitigation on the residents of 5
Ravenna Ave.
b. The applicant shall install a hedge of suitable height to act as an effective screen along the
property line with Puleo's Dairy, running the full distance from Savona Street to the right-
of-way for Highland Avenue. This screen shall be sufficient to discourage traffic migration
between the sites.
c. An escrow account shall be established in the amount of$10,000 for streeting along
Savona Street and Ravenna Ave. The maintenance of the screening on Ravenna Ave. and
Savona Street shall be the responsibility of the owner, his successors or assigns.
d. The applicant shall construct Savona Street to the city's standards, including vertical
granite curbing,concrete sidewalks, and the necessary width. The applicant shall
thereafter be responsible for street maintenance for that portion of Savona Street. The
street will not be an accepted public way.
e. The proposed hammerhead on Savona Street is to be eliminated as it was deemed
unnecessary. The new roadway shall be shown on revised plans to be submitted prior to
the issuance of a building permit.
f. The applicant shall construct the intersection of Savona Street so that the required sight
distances required in the City of Salem's Zoning Ordinance are adhered to.
6. Landscaping
a. All landscaping shall be done in accordance with the approved set of plans.
b. Trees shall be a minimum diameter of 3 1/s" dbh (diameter breast height).
c. Maintenance of landscape vegetation shall be the responsibility of the developer, his
successors or assigns.
d. Any street trees removed as a result of construction shall be replaced. The location of
the trees shall be approved by the City Planner prior to replanting.
e. Final completed landscaping shall be subject to approval by the City Planner prior to
the issuance of a Certificate of Occupancy.
7. Blasting
The applicant shall distribute the flyers entitled, "Facts for Massachusetts Property Owners
About Blasting" to all abutters within three hundred (300) feet of the blasting area.
2
8. Construction Practices
All construction shall be carried out in accordance with the following conditions:
a. Exterior construction work shall not be conducted between the hours of 5:00 PM
and 8:00 AM the following day on weekdays or at any time on Sundays or
Holidays. Any interior work conducted during these times will not involve heavy
machinery which could generate disturbing noises.
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 of the project.
c. Drilling and blasting shall be limited to Monday-Friday between 8:00 AM until 5:00
PM. There shall be no drilling or blasting on Saturdays, Sundays, or holidays.
Blasting shall be undertaken in accordance with all local and state regulations.
d. All construction vehicles shall be cleaned prior to leaving the site so that they do not
leave dirt and/or debris on surrounding roadways as they leave the site.
e. All construction shall be performed in accordance with the Rules and Regulations of
the Planning Board, and in accordance with any and all toles, regulations and
ordinances of the City of Salem.
f. All construction vehicles left overnight at the site, must be located completely on
the site.
g. A Construction Management Plan and Construction Schedule shall be submitted by
the applicant prior to the issuance of a building permit. Included in this plan, but not
limited to, shall be information regarding how the construction equipment will be
stored, a description of the construction staging area and its location in relation to
the site, and where the construction employees will park their vehicles. The plan and
schedule shall be submitted and approved by the City Planner prior to the issuance
of a Building Permit.
h. The Owner shall clean construction vehicles before they exit the construction site, and
clean and sweep all streets affected by their construction truck traffic as necessary.
i. Any roadways, driveways, or sidewalks damaged during construction shall be restored
to their original condition by the Owner.
j. All construction will occur on site; no construction will occur or be staged within City
right of ways. Any deviation from this shall be approved by the Department of
Planning&Community Development prior to construction.
9. Clerk of the Works
The services of a consultant to serve as a Clerk of the Works shall be provided by the City, at the
applicant, his successors or assigns' expense,as is deemed necessary by the City Planner.
3
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10. office of the City Engineer
The applicant, his successors or assigns shall comply with all requirements of the City Engineer
11. Board of Health (BOH)
All work shall comply with the Board of Health decision and conditions.
12.Health Department
All work shall comply with the general requirements of the Salem Health Department.
13. Fire Department
All work shall comply with the requirements of the Salem Fire Department.
14. Office of the Building Com>msstoner
All work shall comply with the requirements of the office of the Salem Building Commissioner.
15.Building Inspector
All work shall comply with the requirements of the Salem Building Inspector.
16.Utilities
Utility installation shall be reviewed and approved by the City Engineer prioc to the issuance o
a Building Permit.
17.As-built Plans & Street Acceptance Plans
As-built plans and Street Acceptance Plans, stamped by a Registered Professional Engineer, shall be
submitted to the Department of Planning and Community Development and Department of Public
Services prior to the issuance of the final Certificate of occupancy and/or the acceptance of any
street.
The As-Built plans shall be submitted to the City Engineer in electronic file format suitable for the
City's use and approved by the City Engineer,prior to the issuance of the final Certificate of
Occupancy and/or the acceptance of any street.
A completed tie card,a blank copy (available at the Engineering Department) and a certification
signed and stamped by the design engineer, stating that the work was completed in substantial
compliance with the design drawing must be submitted to the City Engineer prior to the issuance of
the ficial Certificate of Occupancy and/or the acceptance of any street; as well as, any subsequent
requirements by the City Engineer.
18.Violations
Violations of any condition contained herein shall result in revocation of this permit by the
Planning Board, unless the violation of such condition is waived by a majority vote of the
Planning Board.
I certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with
the Board. The decision shall not take effect until a copy of this decision bearing the cerufication 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 South Registry of Deeds and is indexed
under the name of the owner of record or is recorded on the Owners Certificate of Title if Registered
4
Land. The owner or applicant,his successors or assigns, shall pay the fee for recording or registering.
Walter B Power, III
Chairman
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(C(01U1WEaNaC1AL DEVELOPMEIV .E
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SCALE: 1" = 1,0
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No. GENERAL LEGEND , ,& ABBREVIATIONS
TITLE DATE REV. ,
1 COVER SHEET 5/25/06 — TYPICAL
N/f N/� gOW
E-1 EXISTING CONDITIONS PLAN 5/25/06 — Puleo Realty Trust An/mal Rescue League BOTTOM OF WALL BITUMINOUS GC VERTICAL GRANITE CURB
Tax Ma 3 Lot 58 of Boston BSMT BASEMENT WS DOMESTIC WATER SERVICE
C-1 SITE LAYOUT PLAN 5/25/06 — i Puleo Realty Trust p Tax Map 7 Lot 60 CB CATCH BASIN _———— EXIST. BITUMINOUS BERM
i Tax Mop 3 Lot 57 CON CONCRETE _———— EXIST. VERTICAL GRANITE CURB
C-2 GRADING de UTILITY PLAN 5/25/06 — CL CENTER UNE ————— EXIST. CONCRETE CURB
C-3 SAVONA STREET PLAN do PROFILE 5/25/06 — i !' �' DMH DRAIN MANHOLE — — EXIST. BUILDING ENVELOPE
��i DYCL DOUBLE YELLOW CENTER UNE D— EXIST. DRAIN PIPE
L-1 LANDSCAPING PLAN 5/25/06
w ELEV/El. ELEVATION . /// EXIST. BUILDING
`. EXIST EXISTING — — —15— — — EXIST. MAJOR CONTOUR
} CD-1 CONSTRUCTION DETAILS 1 5/25/06 — FND FOUNDATION -----18----- EXIST. MINOR CONTOUR
SA VONA (UNIMPROVED) STREET FS FIRE
CD-2 CONSTRUCTION DETAILS 11 5/25/06 — �, // GRAN GRANITE SERVICE
�j. S EXIST. SEWER PIPE
��' INV INVERT W EXIST. WATER MAIN
CD-3 CONSTRUCTION DETAILS III 5/25/06 — �� r 0v o .
J z L LENGTH
i EXIST SIGN
EXIST. EDGE OF PAVEMENT
/ LF LINEAR.FEET ♦ PROP. BUILDING
CD-4 CONSTRUCTION DETAILS IV 5/25/06
` \\ N/F NOW OR FORMERLY
Qv —————• STOP 6 PROP. CONTOUR
OC r i t I I I I // OCS ON CET CO CONTROL STRUCTURE DS— PROP. DOMESTIC WATER SERVIICE
IT I I I / D-- PROP. DRAIN PIPE
__ _ VGC PRECAST CONCRETE CURB PROP. LANDSCAPED AREA
—— — —4.8%— ——— — Tax Mapp 3 Lot 62 I PROP , PROPOSED
/. N 13 37• I I l PVC POLYVINYL CHLORIDE PROP. LIGHT
• Areas 423E �F.
i Pu/eo Re Trust I �, I I I R RADIUS PROP. MOD. BLOCK RET. WALL,
i Tax Map .3 Lot 63 r-- R I RET RETAINING PROP. PRECAST CONCRETE CURB
:: >ti
i'l I 1
.� RT RIGHT PROP. SAW CUT
, ;.:., SLOPE
MR mi�u
S S9— PROP. SEWER SERVICE
anroa aNaa I I I SL STOP UNE ® PROP. SIGN
�-- / SMH SEWER MANHOLE • • • • • • PROP. SNOW STORAGE AREA
_ PROPOSEDI I STA STATION 2617 PROP. SPOT SHOT
i 7,200 S.F. I I I SWLL SINGLE WHITE LANE UNE PROP. STAB. CONST. ENTRANCE
COMMERCIALI I I T TANGENT ==TEC=== PROP. TELEPHONE ELECTRIC
I BUILDING 1 1
I TEC TELEPHONE, ELECTRIC do CABLE do CABLE SERVICE
PULEO'S DANRY
TOC TOP OF CURB PROP. TEST PIT
TOF TOP OF FOUNDATION PROP. TREE
TOW TOP OF WALL PROP. VERTICAL GRANITE CURIE
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Pu/eo Realty Trust
Tax Mop 3 Lot 64
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-- - - ------ - 9-.*----- ------
APPLICANT ' I /mo/ Rescue League
t I / of Boston
CHARLES P U LEO I Tax Map 7 Lot 40
•
--------------------------
376
------------------376 HIGHLAND AVENUE
SALEM, MASSACHUSETTS 01970 HIGHLAND (1946 STA TEHI�HWAYLAYOUTNo. 3488-3) A VENUE
PLAN
ENGINEER SCALE 1" 40'
McKENZIE ENGINEERING GROUP, INC. ,,..�...,
Pt..ANNING BOARD
325 CENTRAL STREET �o�P&OFMgss��`. APPROVED
SAU GU S, MASSACHUSETTS 019 06 ;o BMcCENLIE N`
' No. 36917 E SITE PLAN
ISSUED FOR SITE PLAN REVIEW MAY 2512006
M CKENZI E
ENGINEERING
GROUP, INC.
McKENZIE -ENGINEERING GROUP , INC .
325 CENTRAL STREET SAUGUS, MASSACHUSETTS 01906
PHONE: (781) 941-2211 FACSIMILE: (781) 941-2662
PROFESSIONAL CIVIL ENGINEERING LA
0 ® 150 LONGWATER DRIVE SUITE 101 NORWELL, MASSACHUSETTS 02061
ND PLANNING PROJECT MANAGEMENT
PHONE: (781) 792-3900 FACSIMILE: (781) 792-0333
SH EET 1
1
I
/ / 1(40
N/F
/
pool \� �/ / / /� � i Puleo Realty Trust � \ N/F\ Puleo Realty Trust
Tax Ma
P 3 Lot 57 \ \ Tax Map 3 Lot 58 I 1 \\ NIF
0) Animal Rescue League
^ o N 1 \ \ \ h of Boston
� h EXIST. CHAIN LINK M a \ \ - - _ -- - M` o Tax Mop 7 Lot 40
ib o _� FENCE TO BE 1 \\\ k
/ / / / / // / I �•- � \ X REMOVED � I � \ \ k k\ ` o�
\ \ \ \ RESIDENTIAL ZONING BOUNDARY
TRAILER \ � N o2sz
+Pf \ / / / / / J / �� / ' 202. T 1 BUST SS 2 (B-2) k X2
ESIDENTIA ' \ \ \\ $ - ., ' 00.00
USINESS 2 (B-2)/ /� S36'5242"E/ 164.83' / i \�� co ' \ \ \\ X t
o 'b\
0 1 264 — \ \ � — — — ,,,i ,.-� 00
� 9 \ o
6/ TRAILER 9�
S A V O ,\N A (40' W/DE — UN/MPRO l/ED)
EXIST. BIT. a �
\ / / to 'd o, ro\ -•n--— �° ' — I
CONC. PAVEMENT o ` \LZGF
TO BE REMOVED _.
X179.44 f \
N bT ^ \ 205.02' \ \
\ /
N. / / / / / 230.16, ,o ib
\ `e� 2 42 E j S36'52 42"E
01' �•� / J S36.5 '' t J J 1
-"\-
Sia' \\ ° / / / // J EXIST WOOD WALL / a I I I ' J J J /
0 0 �o
N. / / / / J TO BE REMOVED °/ \ o EXIST PROPANE TANK ` _ _ _ - - I I i j J J
ii \ / / / / / J TO BE REMOVED &
a � RELOCATED X 182-
y \ / _� N
JC3 ONO C)
00
0V / / / / 5 - S-- -- k fJ ���yo^ PROP. SAWCUT g k - X \ - — XI I I I
- --t---S � IN VST PAVEMg4T \ -� I /
1— — I�
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\ s _ ss I\ -� k ` s,�,\ M \ \ I I III
\ CO
•cap/ � Exist. SMH ^ 6P^� � T� y t,w T �+
o/ P Rim=178.63 ^ X //`I/1 MAP 3 Lor V2
\ II
(oil AREA-37,42" S.F.
h I (0.86f AC.)
i
o Pad.::. tj }::: a Exist. Propane
X Gas Line F I I 1 I ( 3
w I '
rn _
� 179.31 •r o �� � � I I I � I � d^.� ' `
\\ x N �� X X _ -18
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N/F I \,
1 Puleo Realty Trust Exist. Light T N ' I I I ,,
9 (yP.) 1 \ ( I I '
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Tax Map 3 Lot 64 \ k � • .••` 78p
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"PULEO'S DAIRY" ^ s 1
Exist. 1 Story I fT100
^ N F Brick Frame I �° ^ -------�C I I ( I
_ / `::`":`: j�_ EXIST. CHAIN LINK 1 I o
k F FENCE TO BE MAINTAINED
v/ Puleo Realty Trust N \ '''` ' ' I
o m ^^ '��•�: ;::=:::::: / I DURING CONSTRUCTION I '
Tax Map 3 Lot 63
/ REMOVE AND RESET EXIST. I '
0 \\ �'�- � \ CO I X / �-EXIST. BIT. CONC. PAVEMENT U TY POLE. I
\ / "' ' / TO BE REMOVED I n N p
>> \ Exist. 'Ce Conc. RampAd
- .� '7 Ply -- '^ �—�� ^ F X
a .— I
t Ir Animal Rescue League
p / X1)6 n .h rd -:crd.`� � :••.:•::;,;''•. :'%:•: h ^ NIF
CV -_ � X o
"'�� k ` Exist. Londsco g � ,� ^ ,� '' \ I I / of Boston
B�71( r ^ y �o, ^ o o -� i \ V • ' Tax Map 7 Lot 40
Exist:. Bit Cans..
\ 00,
� Parking Area \ ♦♦
\ h y56 y6° h6" PROP.�AWCL�T ♦/♦ / `4 V) �
N ,� ,1 • ,� ♦ ^ \ Exist. Bit. Conc.
\ _ - -4'• 'I- IN EXIST. PAVEMW ♦♦♦♦ o M
\ o N I �, � \ r Driveway
��?- r ��2 / ♦ /� ,� EXIST. BIT. CONC. PAVEMENT
--7-7.1%4 TO BE REMOVED '
k m Exist. C N „� /� m h m
'ri ♦♦ ,` .^r'�o ao rd Exist. sign 11` rn , id ^ X I •
v `' Huai Rim=1 4.4 o N v `° n
Inv.= 0.7 = ♦ /♦ \ 'O^^ ^ ^ ^� (Conc base) ` 167.58 w ^ o ^
n a h ♦ ♦ Exist. Bit. Berm Exist. Conc. Curb o N35'50'12"W o X C) Exist. ood Ret. Wali„
( - ��Exist. Utility •� CO
-176-- - .eole (T p) ^ EXIST. LIGHT POST � \
`----------------------------- x-174- ^ Exist. Bit. Berm v ♦♦ ♦/ - ,. -` k X Exist. Hydron� ^
♦ ♦ X \_ Exist. Vert. Gran_r TO BE REMOVED _�
_p xist. 12" RCP Drain PiPD Exist. 12 RCP S, ��
�._ ✓♦ Drain Pipe Exist. Sewer Main e � Rim=t.177c95Manhole R=2049.00' L-35.20'
Approx. Location
S SS S S S PROP. SAWCUT o T=17.60' X0.59'03"
Exist. DMI-1,1-1V) IN EXIST. PAVEMENT 3 co exist. gate valve
xist. SMH Rim=174.5 0 (6 I o ad
27+00 W
Inv.(in)=170 F. a - N
28++00 n v.= W W W W W- W W W VW W W
Bot.=168.8 29+00 --J
�' 30+00 Exist. SMH 31+00 32+00
MASSACHUSETTS HIGHWAY BASELINE - +54.67
+17.12
+95.88 �
REMOVE & (REPLACE EXIST
H / G H L A N D A V E /V U E CURBING TO EMITS SHOWN R O (� T E 1
(REFER TO SHEET C-1 FOR ( O 7 )
ADDITIONAL DETAIL)
. PLAN
SCALE 1" = 20' APPROVED
SITE PLAN
PROJECT NO.: 25-130 DATE: MAY 25, 2006
SCALE: 1"=20' DWG FILE NAME: 25-13OMaim dwg
DRAWN BY SCOTT P. CAMERON CHECKED BY.- BRADLEY C. McKENZIE, P.E.
GENERAL NOTES REVISIO DATE DESCRIPTION BY APP�4
PREPARED BY:
APPLICANT: MCKENZI E
OWNER OF RECORD: CHARLES PULEO, 376 HIGHLAND AVENUE, SALEM, MASSACHUSETTS 01970' wr
DEED REFERANCE BOOK 52051 PAGE 238 CMIUSS S PULED
E - ENGINEERING
PLAN REFERANCES: MASSACHUSETTS STATE HIGHWAY LAYOUT 3488-3 FROM PLAN ENTITLED 376 HIGHLAND AVENUE
'SALEM,-1946-SHEET 3 OF 8" SALEM, MASSACHUSETTS 01970
LAND SURVEYORS GROUP, INC.
TAX MAP REFERANCE: TAX MAP NO. 3 LOT 62
PROJECT: PROFESSIONAL CIVIL ENGINEERING LAND PLANNING PROJECT MANAGEMENT
GRAPHIC SCALE 325 CENTRAL STREET SAUGUS, MASSACHUSETTS 01906
PROPOSED CaMMERCIAL DEVELOPMENT PHONE: (781) 941-2211 FACSIMILE: (781) 941-2662
so o 10 so 40 so 376 HIGHLAND AVENUE 150 LONGWATER DRIVE SUITE 101 NORWELL, MASSACHUSETTS 02061
(TAX MAP 3 LOT 621
PHONE: (781) 792-3900 FACSIMILE: (781) 792-0333
DRAWING TITLE: DWG. NO.
( IN FM IN
I inch = zo ft
SALEM,, MASSACHUSETTS EXISTING CONDITIONS PLAN
E-1
r
N/F N/F
pool / Puleo Realty Trust
Puleo Realty Trust
Tax Map 3 Lot 57 Tax Map 3 Lot 58 N/F
Animal Rescue League
of Boston -ZONING DISTRICT. BUSIINESS 2 (B-2)
PROP. MIXED EVERGREEN Tax Map 7 Lot 40 REQUIRED PROPOSED
LANDSCAPED BUFFER MINIMUM LOT AREA (SF): 12"000 SF 37,423±SF
RESIDENTIAL MINIMUM LOT FRONTAGE
/ S A V O N (40 W/DE - UN/MPROI/ED) S T R E E T ZONING BOUNDARY
�J S36'S2 42 E FRONT YARD SETBACK (�• 100 FT 202.78 FT
(FT): 30 FT 65.0 FT
J) RESIDENTIAL " 202.47 BUSINESS 2 (B-2) SIDE YARD SETBACK (FT): 10 FT 30.8 FT
164.83 F ,•;;• MAXIMUM HEIGHT (FT):
( � 30 FT <30 FT
REAR YARD SETBACK 30 FT 57.5 FT
o�oy�� �� BUSINESS 2 (B-2) S36'S2'42"E "•.." MAXIMUM LOT COVERAGE(7�• 25F% 30 F
VGC .•*}R:�*} PROP. SNOW STORAGE AREA MAXIMUM HEIGHT OF FENCES
10 FT <10 FT
/ PROP. HANDICAP PROP. CURB '""' •" BOUNDARY WALLS (FT):
/ 0 PROP. 24-WIDE BIT. 2+00 ACCESS RAMP TRANSITION 2 5.94' ;;+0
/ 0+00 CONC. ROADWAY 1+00 --F- -}--- ."" : ':• F-f�s�
PROP. GAS STU 0 "; •"
/ "•" CED /
/ PROP 5' WIDE BIT. " F GE
CONC. SIDEWALK y "'
VGC =15' �. ."•:.••
„
PROP. RB" . w
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........... ................................................................................
6 CR S W TRANS T1QN; 6'52 42 E
V 05.0
`2 •: GN
.......... .....:::::::....
� LEGEND
S36'52'420E 219.96' ,+ .,"; ... • ",;,: �p
• 00' PROP. SNOW STORAGE •' 2" ' STV R SGC SGC ': :• •" - M.U.T.C.D.
AREA --12' 12' .;: WIDTH HEIGHT SYMBOL
•• / LEGEND
-1,.- -3' •"'' • '• PROP. LEDGE
AT` (TVP.) (16) SPACES
PROP. SIDEWALK PROP. SAWCUT o '' "" CUT R1-1 30" 30"
IN EXIST. PAVEMENT \ BUILDING ENVELOPE (TYP.)
c,
EASEMENT �'' I.'
- F+, ow o TAX A�14P 3 LOT 62 fi {
AREA 76 S.F. s�
r R=3 I
o N AREA=37423 ' S.F.
1 PROP. HANDICAP '
MEET. EXIST ��� \ oo ACCESS RAMP (O.86f AC.)
'
SIDEWALK / '�
22' R=3'
( )
(3) SPACES TVP. � ——-�� 'Q�2S, � / � R3-2 24" 24"'
VGC �ECHANICAL� PROP. R8-3
PROP. HAYBALE BARRIER NO PARKING
"
(
40. ...... . ..... ... ...... EQUIPMENT S'�
...............
...... :. ...... .......
..�:.......•.. W SILTATION FENCE ....... :.�. .�....:::: ::::`•:::•�:::�•::::••: •.�.�.. ::.� ..... .... ... ... . ...... R-6 ON DUMPS R GATE
/ ::::.xrs,.•::�'en1:>:;;;:�:::� TVP. ::•: ,l -
(OR APPROVED EQUAL n Hl ml-li f121H
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3�aa 3nl�a nlaa _
3 e 120 O.D. ® � j
/ DECORATIVE FENCE PROP. BOLLARDS ' PROP. CEM. CONC. Ai !
Q PROP. BOLLARDS DUMPSTER PADS WITH
� 3 � AND LANDSCAPING R5-1 30" 30i"
/ PROP. 10' WIDE WHITE VINYL FENCED
vi cv to PROP. 6 WIDE BRUSH
ACCESS EASEMENT CONC. SIDEWALK PROP. MULCH PLANTER BED I I ENCLOSURE
/
AREA-1,010 S.F. V > 1
� AT BUILDING (TVP.) ' I
NIF 3t PROPOSED 1-STORY 3 ' Rs-1L 360 12.` K�WAY
0 0
Puleo Realty Trust I `'"`- 3' o COMMERCIAL BUILDING20'
�•� �
Tax Map 3 Lot 64 I G.F.A.=7,200 S.F.
", 'vim N F.F.=181.50
to
PULED S DAIRY" N'� PROP. HANDICAP > > " N 0
/ Exist. 1 Story - - _ PROP. 5 WIDE BRUSHED PARKING SIGN (TYP.) ' R8-3 24 3D
..�,. NIF Brick Frame CONC. SIDEWALK / PARKING
F/ ROP. HANDICAP
Puleo Realty Trust °' ' ` 120' O.D. ACCESS RAMP I
18' 9.5' 9.5' 9.5'
m/-`_Tax Map 3 Lot 63 PROP. 1
ESCAPE ' PROP. MOD. BLOCK SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND
LANE 31.0' RETAINING WALL (TVP.) MASSACHUSETTS HIGHWAY DEPARTMENT STANDARDS FOR THE LATEST SIGN
VGC 9' l SPECIFICATIONS. TEXT, DIMENSIONS AND COLOR AND NOMENCLATURE.
1
Exist. Cem. Conc. Ramp (TYP.)
up— N25'39'01`W S&4'20'59"W I �ryh
/ ?:;;.:::':::' 10.00' �/ !
16.96 :. Q- J '
f � � - '���S• �tiF �/ I . Animal Rescue
Exist. Landscaping ,� 1 PR1OP. 2 WIDE R-1.5 9y / escue League
/ P 9 iii rn ISLAND (11) SPACES of Boston ✓ OFM
is t. Bit. Berm / ■ 000 to
o ' N I ' Tax Map 7 Lot 40 ��P��H ASsgcy�
/ PROP. 10' WIDE / / �, — — o PROP. BIT. CONC. q o
UTILITY EASEMENT // / `� -- < z� -PARKING AREA (TYP.) I BRADLEY c
Exist. Bit. Conc. / l �. �`
AREA=815 S.F. / y EMPLOYEE PARKING o �" in I o M CIVIL E 1 D "
Parking Area / / 5� (3) SPACES 1 P N R6-1L U No�36917 'ti. t...1 �� D
•� // /• i 3 ,� R, (1 ) SPACES o< �o r _�'` '� WED�'
/ PROP. SAWCUT----, �A�• // �/ N6 R 'P 3" I 1 mac, �, `
IN EXIST. PAVEMENT �6�/9/ / ;n ,�`'� Exist.rieewa Conc. 1 ocFS s d E .,i � �,�
j // / I R5-1 s• o iii 1 D Y
/ / // ro < �► v 'n v '
SITE PLAN
/ • /j/// • / I VGC " 12' 12' > M VGC > PROP. FREE I�
123.32 55.52 - 1: STANDING SIGN
S35'S012"E / g4' » Exist. Bit. Berm R1-1 N35'5012 W 02.78
/ " S35'S012 E PROP. PARKING LOT SL
// /19S5*5012 E C
LIGHTING (TYP.)----- -------- / � Exist. Bit. Berm �'S/ Exist. Vert. Gran. Curb GC0.
f
L � R=2049.00' L=35.20'
I PROP. SAWCUT o »
3 M IN EXIST. PAVEMENT 3 T=17.60 A-0'S9 03
LL
o
28+00 - a I PROP. 6" REVEAL VER. N
— GRANITE CURB IN REVISIO DATE DESCRIPTION BY APPR
29+00 RIGHT-OF-WAY (TVP.)
APPLICANT:
MASSACHUSETTS HIGHWAY BASELINE1. 30+00,
31+00 32+00
H
�/ /
+17.12 0 CHARLES PULEO
�7 G /� L A N D A V E N V E +95.88 , / T 376 HIGHLAND .AVENUE
( R O v / E 1 0 7 > SALEM, MASSACHUSETTS 01970
GENERAL LEGEND & ABBREVI ATI ON S PROJECT:
PROPOSED COHMETR�CrAL AVENUE Bir BITUMINOUS TYP TYPICAL 376 HIGHLAND A 1'riNUE
BOW BOTTOM OF WALL VGC VERTICAL GRANITE CURB y '`� Q
_PARKING CALCULATIONS BSMT BASEMENT WS DOMESTIC WATER SERVICE (TA MA V LOT 6G,
CB CATCH BASIN _ — EXIST. BITUMINOUS BERM , r �'` '♦,� IN
CON CONCRETE — EXIST. VERTICAL GRANITE CURB s��.n 1ad� MASSACHUSETTS
COMPONENT: REQUIRED PROPOSED QMH BRAIN MANHOLE — EXIST.
sulinlNc�ENVELOPE
PLAN DYCL DOUBLE YELLOW CENTER LINE D-- EXIST. DRAIN PIPE
1 Space for every 150 square feet ELEV ELEVATION i////////// EXIST. BUILDING
BANK RETAIL of gross floor area �— ,
19 SPACES SCALE 1 = 20• EXIST
EXISTING — —15— — EXIST. MAJOR CONTOUR 6
GFA=2,800 S.F. (2,800 s.f.) x (1 space/150 s.f.)= •
19 SPACES FND FOUNDATION -— -18--- EXIST. MINOR CONTOUR PROJECT NO.: 25-130 DATE: MAY 25, 200
FS FIRE SERVICE S EXIST. SEWER PIPE
PROFESSIONAL OFFICE One (1) space for each professional GRAN GRANITE o EXIST. SIGN SCALE: AS NOTED DWG FILE NAME: 25-130Mdin.dW9
PROFESSIONALS = 7 person + 1 space for each two (2) INV INVERT W EXIST. WATER MAIN
other employees 26 SPACES L LENGTH EXIST. EDGE OF PAVEMENT
EMPLOYEES = 14LF LINEAR FEET i PROP. BUILDING DRAWN BY. SCOTT P. CAMERON CHECKED BY. BRADLEY C. MCKENZIE, P.E.
7 + (14/2) - 14 Spaces
N/F NOW OR FORMERLY 6 PROP. CONTOUR
ON CENTER D� PROP. DOMESTIC WATER SERVICE PREPARED BY
HANDICAP: (Per ADA Standards 2 spaces required for total 2 SPACES OCS OUTLET CONTROL STRUCTURE D.— PROP. DRAIN PIPE MCKENZ/E
parking between 26&50 ( OD OUTSIDE DIMENSION �� PROP. LANDSCAPED AREA
for Accessible Design) P 9 Included within VGC PRECAST •
spaces zoning req't) . PROP PROPOSED CONCRETE CURB ".o PROP. LIGHT
PVC POLYVINYL CHLORIDE PROP. MOD. BLOCK RET. WALL erg) ENGINEERING
R RADIUS PROP. PRECAST CONCRETE CURB
TOTAL: 33 SPACES 44 SPACES RET RETAINING ————— PROP. SAW CUT
GROUP, INC.
RT RIGHT S� PROP. SEWER SERVICE
1 Tree fore 3 Parkin aces S SLOPE
�Y 9 SP SL STOP LINE � ® PROP. SIGN
PARKING AREA TREES: (44 Spaces) x (1 Tree/3 Spaces)- 15 TREES ' ' • ` `- ' PROP. SNOW STORAGE AREA
15 TREES SMH SEWER MANHOLE PROFESSIONAL CIVIL ENGINEERING LAND PLANNING PROJECT MANAGEMENT
263 7 PROP. SPOT SHOT
GRAPHIC SCALE STA STATION PROP. STAB. CONST. ENTRANCE 325 CENTRAL STREET SAUGUS, MASSACHUSETTS 01906
SWLL SINGLE WHITE LANE UNE TES PROP. TELEPHONE ELECTRIC PHONE: (781) 941-2211 FACSIMILE: (781) 941-2662
20 o to 20 40 so T TANGENT.
TEC TELEPHONE, ELECTRIC de CABLE �,,,�,,,, � & CABLE SERVICE 150 LONGWATER DRIVE SUITE 101 NORWELL, MASSACHUSETTS 02061
TOC. TOP OF CURB PROP. TEST PIT PHONE: (781) 792-3900 FACSIMILE: (781) 792-0333
-' TOF TOP OF FOUNDATION O � PROP. TREE DWG. NO.
( IN FEET ) TOW TOP OF WALL PROP. VERTICAL GRANITE CURB DRAWING TITLE:
I inch - 20 !t
SITE LAYOUT PLAN
C-1
- - -
I \ N/F I
/ / I Puleo Realty Trust -1
pool / � / Y � Puleo Realty Trust � � i
Tax Map 3 Lot 57 \ \ Tax Map 3 Lot 58 ► \� NSF PROPOSED DRAINAGE STRUCTURES & PIPING SCHEDULE
PROP. 15 LF 1 \ 1 \\ Animal Rescue League
PROP. 17 LF 12
PE.ADS PIPE.(S 0.03) pE.ADS PIPE (S=0.02) \ - _• - - - - -\\� Tax Mop 7 of Boston
40 FROM TO SIZE LENGTH SLOPE RIM (START) INVERT (START) INVERT (END)
CB-1 DMH-1 12" 37' 0.01 177.7 174.10 173.73
�� 40' W/DE - UN/MPROvE-D) S T R E E T I \ 1 \ RESIDENTIAL
ZONING BOUNDARY
/�� � � O � � ( BUST SS 2 (B-2) - � CB-2 DMH-1 12M 18' 0.005 177.0 173.82 173.73 ,
o-"j, G, ESIDENTIA �! \ \\\ CB-3 DMH-2 12" 6', 0.01 178.71 175.11 175.05
\ oy BUSINESS 2 B- 6 /
CB-4 DMH-4 12 68 0.01 179.15 175.55 174.87
° \ 0 34.42 � Gate \ \ \ \\ �- -_... _ \ \ \� - -••. `/�-- \\ w ,
\ \ 20 DMH-4 DMH-2 12 46 0.01 179.52 174.77 174.31
2 85.94 3+00 _ __ " DMH-1 PS-1 12" 73' 0.01 178.2 173.63 172.90
7� .\Ib ro�� ti TP 1 1+ 0 1~ S - ` - PROP. 4:1 LEDGE N o w
L _ 0+00 - `' - i 1 _ P . GAS STUB \� \ \ \` ' -' - - �� CUT (TVP.) �, 1 oN ✓ DMH-2 PS-1 12 6 0.06 179.1 173.26 172.90
/ P i \ \ \ _ \- - - ---BTM., LEDGE CUT-182.0 { ,
_ PS-1 DB-1 12 3 0.02 179.7 172.65 172.59
/ / 40.67 ^� I � � � � -► �. LEDGE `- - - --- � - -- TOP LEDGE CUT'=200.0' '
OCS DMH-3 12 56' 0.008 180.1 172.64 172.19
w
.. ... ... .... ... . .:•..:: ::.�.�:.�::::.�: :::.... 17209
178.2 170.91
.. ... ........... ............................ ........... ::��•: M - E-DMH 12 118 0.01
..:...:.... .......:a G G
�8 X / CB-5 PS-2 12" 17' 0.02 167.75 162.93 162.59
6 / PROP. FUTURE GAS 8�� ?¢ PS-2 DB-2 12" 15' 0.03 167.75 162.34 161.89
/ l 7 7 OP. 1 5 \ CONNECTION H.P. v- 80. 0 MAP 3 LOT 62
W/ SEPAR FRAME 7 ���-- 2.5� _ \�
7 7 \ - -- AREA=37,423.14 S.F. I i ! CC
I GRATE (PS-2) PROP. 10' WIDE X ( N Q1
PROP. GAS MAIN ` EASEMENT �8�g PROP. GAS SERVICE (O.86f AC.) I X I I I I I
-- __S , (SIZE AND TYPE TO BE DESIGNED \ (SIZE AND TYPE TO BE DESIGNED
-S--_______�S / AND SPECIFIED BY GAS COMPANY) +�s\ r AND SPECIFIED BY GAS COMPANY) I \\� '��� I
i _S \ : :: I I GENERAL UTILITY NOTES
aft � \ � \ �
166 PROP. SUBSURFACE INFILTRATION / Exist. SMH \ 8�, 6 �Bp \ ~ k 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
RETENTION FACILITY (DB-2) I Rim=178.63 �\ PROP. SEWER 1�0 '8x g \\ F. ' ELEVATION OF EXISTING U71UTIES AND STRUCTURES AS SHOWN ON THESE PLANS IS
(33 CULTEC 330 HEAVY / \118 CLEANOUT ISO' BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE,
/ DUTY STORAGE UNITS) / D I . ' g4• .7(9%, �O \ ' MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED UPON
BOT. CULTEC- 160.89 \ . 9 9 I PROP. R8-3 AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES AND
i (NO PARKING)
STRUCTURES SHA VERIFIED IN THE FIELD BY E CONTRACTOR PRIOR
t
I
MPS GA
STRU LL BE TH CO TO THE
ON DU TE
e
P P
1
START OF CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE
RIATE
I
I
w w
o d.
� I
a ..
TI TY COMPANY, ANY GOVERNING PERMITTING AUTHORITY AND DIGSAFE AT
Exist. I U U C LEAST
i
Gos Line g ® 120 O.D. ® I 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF
... .....:::
PROP. CEM. CONC. UTILITIES AND THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY U71UTIES
PROPOSED 1-STORY I I I DUMPSTER PADS WITH INTERFERING WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL
\` ` COMMERCIAL BUILDING I I ( I WHITE VINYL FENCED ACTION TAKEN BEFORE PROCEEDING WITH THE WORK. IT SHALL BE THE
\ I I o ENCLOSURE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH
G.F.A.=7,200 S.F. �_ I / CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLAN.
0' �.=181.50 I I ' 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL
/ 1 MIN \ w '
NSF , o CONTROL POINTS AND BENCHMARKS NECESSARY FOR THE WORK.
3. THE CONTRACTOR SHALL EXCAVATE THE TEST PITS PRIOR TO COMMENCING WORK TO
Puleo Realty Trust Exist. Light (Tye.) ` PROP. UNDERGROUND ELECTRIC, \o I I I °� TOW-190.5
VERIFY THE ELEVATIONS AND LOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR
Tax Map 3 Lot 64 TELEPHONE do CABLE SERVICE (TYP.) tO I I ' SHALL PROVIDE THE OWNER AND ENGINEER WITH THE RESULTS PRIOR TO
I \\
BOW-182.0 COMMENCING ANY WORK.
\ "PULEO'S DAIRY" ' PROP. ROOF I I ' 4. ALL WATER SERVICES SHALL BE INSTALLED WITH 5' OF COVER EXCEPT AS NOTED OR
/ \ Exist. 1 Story LEADER -,CB-4, I �, DETAILED OTHERWISE.
N/F \ Brick Frame I I o l
I c 5. DOMESTIC WATER SERVICES 2 INCHES AND SMALLER SHALL BE TYPE K COPPER
l Puleo Realty Trust "`.:'` 120 O.D. l I 1
� Tax Map 3 Lot 63 � ® TUBING AND SHALL BE INSTALLED WITH APPROPRIATELY SIZED CORPORATION STOP
' WITH APPROVED SADDLE, CURB STOP, GATE AND BOX.
6. ALL WATER MAIN APPURTENANCES, MATERIALS, METHODS OF INSTALLATION SHALL
\\ k \ X J 18 I I ' MEET OR EXCEED ALL LOCAL MUNICIPAL REQUIREMENTS.
\ / I 9� .9 �O I I
- \ Exist. Lie . Conc. Ramp 7. A MINIMUM OF 10 FEET CLEAR HORIZONTALLY SHALL BE MAINTAINED BETWEEN
PROP. 6" PVC ( PROP. MOD. BLOCK SANITARY SEWER SERVICES AND WATER SERVICES. WHENEVER CONDITIONS PREVENT
\ / u SEWER SERVICE 59'42 W o ( I / RETAINING WALL (TYP.) A LATERAL SEPARATION OF 10 FEET TO A WATER SERVICE THE ELEVATION OF THE
PROP. SUBSURFACE X80 �,v F I CROWN OF THE SEWER SHALL BE AT LEAST' 18 INCHES BELOW THE INVERT OF THE
NIF
'� OCS DETENTION FACILITY (DB-1) '
WATER SERVICE.
DMH-3 PROP. 56 LF 12" X + \ + 1 Animal Rescue League
45 CULTEC 330 HEAVY � I w 9
\ xist. Landscaping D D- ori ( a' PROP. 3 LF 12 \ I PROP. 68 LF 12 of Boston 8. ALL GRAVITY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 UNLESS
S OA08 P.E. ADS PIPE OTHERWISE NOTED.
�'- Exls�E / O P.E. ADS IPE - N 8 DUTY STORAGE UNITS) o I
\ I -'� �� - PROP. 18 LF 2" 8' ' BOT. CULTEC-171.09 cr 8 P.E. ADS PIPE I I S-0.01
Tax Map 7 Lot 40
` PROP. 10 WIDE / / / _ / BOT. STONE- 170.59 9. WHERE SANITARY SEWERS CROSS WATER MAINS, THE SEWER SHALL BE LAID AT SUCH
/ / P.E. ADS PIP
UTILITY EASEMENT / / --.�-' ` I ' AN ELEVATION THAT THE CROWN OF THE SEWER IS AT LEAST 18 INCHES BELOW THE
Exist. Bit. Cans. /0 // w PROP. 1,500 GAL ' INVERT OF THE WATER MAIN. IF THE ELEVATION OF THE SEWER CANNOT BE VARIED
Parking Area \ PROP. 118 LF 12" / / / PROP. 37 LF 12 / PROP. 73 LF 12" P.E. ADS PIPE PARTICLE SEPERATOR
P.E. ADS PIPE / //• / P.E. ADS PIP p D D O 00 (PS-1) I TO MEET THIS REQUIREMENT , THE WATER MAIN SHALL BE RELOCATED TO PROVIDE
S=0.01 / / DMH-1 S=0.01 � I Exist. Bit. Conc. THIS SEPARATION OR CONSTRUCTED WITH MIECHANICAL-JOINT PIPE FOR A DISTANCE
/ / / PROP. 6 LF 12" , ' OF 10 FEET ON EACH SIDE OF THE SEWER:. ONE FULL LENGTH OF WATER MAIN
001,010,
/ 7 0� 0 P.E. ADS PIPE �� l Driveway SHALL BE CENTERED OVER THE SEWER SO 'THAT BOTH JOINTS WILL BE AS FAR FROM
• / / oM S=0.06 POP. 46 LF 12" P.E. ADS PIPE I / THE SEWER AS POSSIBLE. WHENEVER IT IS IMPOSSIBLE TO OBTAIN VERTICAL
/ / 0 0 Qp Op �'p, ' SEPARATION AS STIPULATED ABOVE, BOTH THE WATER MAIN AND THE SEWER MAIN
Exist. CB / / / PROP. DOUBLE CATCH N n DMH-2 \ S=0.01 ` SHALL BE ENCASED IN CONCRETE FOR A MINIMUM DISTANCE OF 10 FEET FROM THE
/ Rim=174.4 /j/ 00- BASIN GRAZE - N '`� B-3 DMH-4�' \ TOW-184.0 CROSSING POINT OF THE OTHER PIPE AS MEASURED NORMALLY FROM ALL POINTS
Inv.=170.7 / / \ BOW-182.0' ALONG THE PIPE.
Bit. Berm Exist. Wood Ret. II
/ ( •..,. ---... �• - PROP. 6 LF 12
Exist. utility \
---------- / -174 - \ Exist_Bit. Berm // // -176-- - .-eole (Ty R-�_ ` P.E. ADS PIPE E E /
Exist. Vert. Gran. Cur ( ` __ _ S=0.01 Exist. Hydron�
Exist. 12" RCP Drain Pipp p Exist. 12" RCP ----� ' - - 17$=
/ Drain Pipe PROP. TEST I
S S S Exist. Sewer Main PIT ( Y Exist. Elec. Manhole
I � Rim=177.95 Approx. Locotdon
Exist. DMHI--' S i� S co gate ate vrnlve ;
xist. SMH Rim=174.5 H I G H1_ AND A V E /V U E N i =3 N R D U T E 1 Q 7
W Inv.(in -170 W W �y W W- N
)- REVISIO DATE DESCRIPTION BY APPR
28+00 nv.= -� J W W W W W100 APPLICANT: t�
Bot.=168.8 29+00 � - �
O 3 :+00 Exis . SMHN 31+00
iSACHUSETTS HIGHWAY BASELINE �� ��
+17.12 +95.88 32+00 CHARLES PULEO �
CONNECT TO EXIS . PROP. FIRE SERVICE W/ TAPPING SLEEVE 376 HIGHLAND AVENUE
6" SEWER STUB PROP. STABILIZED do VALVE (TYP.) (SIZE TO BE DETERMINED SALEM, MASSACHUSETTS 01970
CONSTRUCTION ENTRANCE BY FIRE PROTECTION ENGINEER)
IYa
APPROVALS REQUIRED: PROP.WATER
E K GENERAL --LEGEND & ABBREVIATIONS PROSECT:
PLANN PROPOSED COMMERCIAL DEVELOPMENT
LA� SERVICE (TYP.)
AS-BUILT PLAN & ELECTRONIC FILE ALL WORK PERFORMED HAS BEEN COMPLETED IN SUBSTANTIAL SCALE 1" = 20' PROP. LEST
COMPLIANCE WITH THE DESIGN DRAWINGS, AS WELL AS, ANY
PIT BIT BITUMINOUS TYP TYPICAL 376 HIGHLAND AVENUE ;
DATE: SUBSEQUENT REQUIREMENTS BY THE CITY ENGINEER. BOW BOTTOM T WALL VGC VERTICAL GRANITE CURB
BSMT BASEMENT WS DOMESTIC WATER SERVICE (TAX mit" a7 LOT 62)
ITUMINOUS BERM
CITY ENGINEER: CB CATCH CON CONCRETE SIN - _ EXIST. BVERTICAL GRANITE CURB 7N
TIE CARDS CITY ENGINEER DATE CL CENTER LINE EXIST.DMH DRAIN MANHOLE EXIST. CONCRETE
BUILDINGENVELOPE SALEM, MASSACHUSETTS 01970
DATE: DYCL DOUBLE YELLOW CENTER UNE 0- EXIST. DRAIN PIPE
ELEV/EL ELEVATION i////////// EXIST. BUILDING
CITY ENGINEER: �► �.
Vuv EXIST EXISTING -15- - EXIST. MAJOR CONTOUR
�► ��NOFMgss� FND FOUNDATION -- -18-- - EXIST. MINOR CONTOUR PROTECT NO.: 25-130 DATE: ARPIL 5, 2006
FS FIRE SERVICE S EXIST. SEWER PIPE
o�
BRADLEY
R DLEY yG�`• GRAN GRANITE I o EXIST. SIGN SCALE: AS NOTED DWG FILE NAME: 25-13OMa i?L dW9
o INV INVERT W EXIST. WATER MAIN
No 36917 N • L LENGTH EXIST. EDGE OF PAVEMENT DRAWN BY' SCOTT P. CAMERON CHECKED BY.- BRADLEY C MCKENZIE, P.E.
LF LINEAR FEET / PROP. BUILDING ,
N/F NOW OR FORMERLY 6 PROP. CONTOUR
/ ,• OC ON CENTER DS- PROP. DOMESTIC WATER SERVICE PREPARED BY MCKENZ/E
OCS OUTLET CONTROL STRUCTURE p-- PROP. DRAIN PIPE
VGC PRECAST CONCRETE CURBc PROP. LANDSCAPED AREA
DRAINAGE NOTES: PROP PROPOSED
PVC POLYVINYL CHLORIDE � PROP. LIGHT ENGINEERING
PROP. MOD. BLOCK RET. WALL'
1. ALL CATCH BASINS SHALL HAVE 4 FOOT SUMPS. RET RETAINING R RADIUS PROP. PRECAST CONCRETE CURB GROUP, INC.
-- PROP. SAW CUT
2.ALL STORM DRAINAGE PIPES SHALL BE "ADS" (N-12)-CORRUGATED ST RIGHT SS:- PROP. SEWER SERVICE
POLYETHYLENE (SMOOTH INTERIOR) PIPE. SL STOP LINE ® PROP. SIGN
GRAPHIC' SCALE SMH SEWER MANHOLE • • • • • • • • • PROP. SNOW STORAGE AREA . • PROJECT MANAGEMENT
3.ALL DRAINAGE PIPES SHALL BE INSTALLED AT A MINIMUM PITCH OF 1' so o �o so 4o eo STA STATION 263.7+ PROP. SPOT SHOT PROFESSIONAL CIVIL ENGINEERING LAND PLANNING
UNLESS OTHERWISE NOTED.
SWLL SINGLE WHITE LANE UNE PROP. STAB. CONST. ENTRANCE 325 CENTRAL STREET SAUGUS, MASSACHUSETTS 01906
ri T TANGENT -TES PROP. TELEPHONE ELECTRIC PHONE: (781) 941-2211 FACSIMILE: (781) 941-2662
TEC TELEPHONE, ELECTRIC do CABLE do CABLE SERVICE 150 LONGWATER DRIVE SUITE 101 NORWELL, MASSACHUSETTS 02061
( IN FEET ) TOC TOP OF CURB 7P-1 PROP. TEST PIT PHONE: (781) 792-3900 FACSIMILE: (781) 792-0333
I Inch = 20 ft. TOF TOP OF FOUNDATION PROP. TREE
TOW TOP OF WALL O PROP. VERTICAL GRANITE CURB DRAWING TITLE: DWG. N0.
GRADING & UTILITY PLAN
C-2
ry
C
Q�J� Qj
rp2
NIF
pool / // / / /// ( Puleo Realty Trust NIF 1 -
/ Tax Map 3 Lot 57 \ Puleo Realty Trust y
Tax Map 3 Lot 58 I NIF
PROP. 15 LF 1 " 1 Animal Rescue League
PE.ADS PIPE (S60.03) PROP. 17 LF 12" \ \ cD \ \\ g
PE.ADS PIPE (S=0.02) \ � \ , � \ \� of Boston
-' - - -.... - \ \ \ Tax Map 7 Lot 40
\ RESIDENTIAL ZONING BOUNDARY
1 Pt �/ '� / / r� �• \ I 1 BUST SS 2 (B-2)
PJ2 F��c ar`P ESIDENTIA _ - � c
°,c0 0 o ``may �uSINESS 2 (e- s \� V I V /`ice (40' W/DE � ul�'(MPROI/ED) �--'�R G � T
34.42 B- Gate \ \ \ \\ __ - �\ \ \�. \\�
PO
;7— 2 85.94 3+00 \ \ \ s 1
PROP. 4:1 LEDGE o
L _ 8+00- ,'` ,.�6rO 6�1 1� k TP 1 1+ 0 — — F`f \ \ _ \ - - �^
CUT (TYP.) , \ N
40.67 J \ \ \\ `\ _- BTM. LEDGE CUT=182.0 I
��-T-1--' - a, �"TP-2 \ \LEDGE _ - _. -- _ -'`-TOP LEDGE CUT=200.0
/ -
\ — i
\
1
1
a .
i
\ r /
s
,e s11o� \\ J 7 `
7 OP. 1 5 SEPAR 7 \ H P. �t�✓- 00.70
- NIF
° I I Animal Rescue League
• �� � a . \ �" ---5/ .•• .�/ -/ 7 W/ FRAME ,� .��.0 2.5� 182 - - - � _ I � � 9 I
r'�er�o / / ""9� 7 / GRATE .(PS-2) \ ! x7 N to 0 of Boston
Tax Mo 7 Lot 40
P
\ / rI
/ / / `S'-----�✓_S � � . ' BUILDING ENVELOPE (TVP.) �• �— ._.._ -� ,� � �
N. 16 `� / - S r —AND� CT ISD BY GAS COMPANY)
166 PROP. SUBSURFA E INFILTRATION' NIF
' I � � T,\� y T �+ •
o/ Q` RETENTION FACILITY (DB 2) / ! /�1If � 3 LO/ V2
` (33 CULTEC 330 HEAVY ' PLAN
Puleo Rec�lt Trust ._ ARS=37,423E S.F.
BOT cuL°TREC= 160.8) To�x Ma/� Lot 63 SCALE 1" = 20' (0.86-* AC.)
°•cO
OJC \\ ar'Y� / P •
�Oy / •
PVI STA = 2+16.94 ►►v`°,V
\\ PVI ELEV - 17E.66
✓j�OF MgSSgV�
\\ A.D. _ -7.0 o s �• 1`
BRADLEY C
190 = McKENZ1E
CIVIL N ► i""a :w s ep.
\, 168-� // 50.00'•VC v No. 36917
V `
NIF
�l
1 / Puleo Realty Trust I o��F s �`` : .• f:.
Tax Map 3 Lot 64 QI 4LAN
V w
rn �� O
• PVI STA 1+00.60 n a
P --
}
a A.D. 7.00 z o
\ ��° K - 17.00 rn to
N W a �—
�`� ya 11 s. o' vc n 5 � 4 — _ w GRAPHIC SCALE
O\a0 '1 jO ± 20 0 10 20 40 eo
.. ••
a
IN,
180 �
- 6 c l a > ( IN FEET )
EASTIN- r` n.
± � HorizontnL• i inch = 20 it.
GROUND .. > Verticak 1 inch = 4 ft.
r a
0. �
M
ch
(U CO� 1
W a•
\ Z � O 2>
d \ r r al c N / a F? RE VIS DATE DESCRIPT101W BY APPR
APPLICANT.
�\ Z o+ E�N�S�E
170 0 > SRP CHARLES PULED
376 HIGHLAND AVENUE
��—————— 3 3 v v PROP. 15 LF 2` SALEM, MASSACHUSETTS 01970
------------------ MATCH EXIST. o d > >
02 o. n• P.E. ADS PIP
------- PAVEMENT �� / S=10.03
PROJECT:
An
PROPOSED COMMERCIAL DEVELOPMENT
27+00 :':• :::::::•: :::::: , ' 376 HIGHLAND AVENUE
(TAX HAP 3 LOT 62)
'***..... ...................: IN
MASSACHUSETTS HIGHWAY BASELINE ...:' ... '' ... .: ' '
' SALEM, MASSACHUSETTS 01970
I
160
L PROJECT NO.: 25-130 DATE. MAY 25, 2006
PROP. 1,50 GAL. PARTICLE SCALE: AS NOTED DWG FILE NAME 25-13OMa�in.dwg
SEPARATOR (PS-2)
PROP. SUBSURFACE: RIM-167.75 DRAWN BY: SCOTT P. CAMERON CHECKED BY. BRADLEY C. McAENZIE, P.E.
(33 CULTEC 330 H AVY INV.(OUT)=1 2.34 PREPARED BY.•
DUTY STORAGE UNI ) MCKENZIE
TOP STONE-164.77
BTM. cur_T>:c=1so. s ENGINEERING
BTM. STONE=160.3
DAnW EZEY GROUP, INC.
150.00
►� I� � ISM f- � O � Il- M M � Q1N ^ � M � }
�t ►ri '� to Ui co `n 00 00 00 of • o o °' � c i cD c i r�i PROFESSIONAL CIVIL ENGINEERING LAND PLANNING PROJECT MANAGEMENT
Irl ca ao ai .- 0 c6 o0 00 vi 00 00
W r- 0 r- 0 r- 325 CENTRAL STREET SAUGUS, MASSACHUSETTS 01906
PHONE: (781) 941-2211 FACSIMILE: (781) 941-2662
150 LONGWATER DRIVE SUITE 101 NORWELL, MASSACHUSETTS 02061
0+00 0+50 1+00 1+50 2+00 2+50 3+00 PHONE: (781) 792-3900 FACSIMILE: (781) 792-0333
PROFILE DRAWING TITLE. DWG. NO.
SCALE: 1" = 20' HORIZ. SAVONA STREET PLAN & PROFILE C_3
- 1" = 4' VERT.
', ISI
NIF Puleo Realty Trust
I
Puleo Realty Trust Tax Map 3 Lot 58 NIF
I / / ( Animal Rescue League
Tax Map 3 Lot 57 of Boston
Tax Map 7 Lot 40 TREE CALCULATION
/ / I R ENTIAL ZONING BOUNDARY
/ S36'52'42'E E$1
°•.;, \� RESIDENTIAL 1 Tree Saces) x (1 TrPeee/3 Spaces
r
S36'S2'42'E S36'S2 42•E 135.11 BUSINESS 2 (B-2) PARKING AREA TR EES.
� ( Spaces) ( /3 � ) 1� TREES
envy S36'52'42'E 164.83' 39.36' 28.00' 4,
ja TR
\ BUSINESS 2 (B-2) 1 f
V /
Gate �
/ O TP-A
/ c (UN/MPROtiEI�,� �t� T
/ � _ SA VONA � STREE .
J •
ed
ire
Pear
7.
LL
1 R
sP
/
P
LIST
N S
/ PLANT TL
QJ
`• 40 Wintercreeper oo
0 0 / BOTANICAL NAME VARIETYCOMMON NAME SIZE UA�NTTTY
• O O /
• � Tree List
o Betula nigra`Heritage' Heritage River Birch 12- 14'clump 6
Stella D Oro Daylily ;
Cornus`Rutdan' Celestial Hybrid Dogwood 6-7' 2
O O O / Gleditsia triacanthos inermis Skyline Honeylocust 2-2'/z" 2
Wintercreep'er OC) p Malus`Prairifire' Prairifire Crabapple 2-2%" 3
Heritage River Birch BUILDING ENVELOPE (TYP.) _ O / / Pyrus calleryana`Redspire' Redspire Callery Pear 1%Z-2" 4
G
Z a
Ground Cover List '
mixed I mcastriense Geranium&Autumn Joy Sedum
J Euonymus fortunei Harlequin I Wintercreeper 1 gal 855
I �-——• O Skyline Honeylocust
Perennial List
G O� Geranium san ineum var.striatum Lancastriens� Hard Geranium 1 al 25
G
I
\ l � Y g
i e
M:
G ��
Ila D
Ste D lil 1 al 0
li hybrid 2
i Hem s b d
I
� l
erocal
Y
ay
Y g
Gan 1
Exist. Propane 0 �• �Z�Hl �BFII. H Ude Autumn J Sedum 1 al 30
Pa Sedum x erbstfie Joy g
l O
Ga Line Gas V
la
0 3AR10 D
I. 3AM �► 20 O.D.0.0. 0 O I I
10
o
Notes
� O C ' I • . The plant size is a recommendation tha ill change depending on availability.
O + 1 • The quantity of plants can be increased n number if an immediate impact is desired.
PROPOSED 1-STORY OO J • All bare landscape areas shall be mulch with a 3 inch thick layer of bark mulch.
N/lt I __ j I COMMERCIAL BUILDING 0 O I I • All plants indicated can be obtained frog King's Tree Farm,Rte 133,West Boxford,if desired.
Puleo Realty Trust "--'--- I G.FA.=7,200 S.F. O O O Pranrifire Crabapple
� ITax Mop 3 :Lot 64 F.F=181.50 O c
"PULEO'S DAIRY"
Exist. 1 story i 0 ,
61/F Brick Frome _
Puleo Realty Trust . ' 120' O.D.
r,01 .
Tax Map 3 Lot 63 ® ' .
10
1
0
W
i
h
P`
B 0 >a_
Exist. Cem. Conc. Romp O ' I _ �
I R sp � l Iil!/i�i%
..�� ..�� ON
O ed ire Pear
+` RedspirePear NIF .N� r. .
Animal �_.-t o . .-----•. , r
-- Exist. Landscop►ng O Rescue League IT 1` I–At �` •�o Fy% ` -�
t t
5 Wintercreeper Celestial Dogwood of Boston
Exis B� Beg_ / � 5 Wintercreeper I.000-
Tax Mop 7 Lot 40 o_w
o r i —sl
Exist. Bit. Conc.
• /
Parking Area / / 100 Wintercreeper � 700 Wintercreeper O
• 4
Exist. Bit. Conc.
/ / + ' I Driveway
00000
' „�„ �► �' 1 LEONARD PHILLIP , LANDSCAPE ARCHITECT
0000,
. 5 M NSON DRIVE '
..� -- PEAB DY,MA 01960
Exist. eit. Berm Exist. wood Ret. wail ' PHONE: (978)531-0373 FAX: (978)535-3899 _._... .
—— Exist. Bit. Berm
lenph !lips@lycos.com
xist. Ve Gr
Heritage River Birch
H / G H L A N D m
A I/ EN to � � � R O U T E- 1 0 7
28+00 '= `= REVISIO -.DATE ID SCRIPT'ION BY APPR
APPLICANT:
29+00
MASSACHUSETTS HIGHWAY BASELINE 30+00 31+00
+17.12 32+00 +54.67 C a7 PVi.r'O
+79.11 ---
376 :HI HLAND AVENUE
SALEM, JMA SACHUSETTS 01970
PLAN
PROJECT:
SCALE 1" 20'
PROPOSED CDM ERCM DEVELOPMENT
376 HIG LAND AVENUE
(TAX 3 LOT 62)
IN
SALE1�, SSACRUSETTS
PROJECT NO.: 25-130 DATE: MAP 25, 2006
SCALE: AS NOTED DFG FILE NAME: 25-130Macimdwg
DRAWN BY: SCOTT P. CAMERON CHECKED BY BRADLEY C. MCKENZIE, P.E.
PREPARED BY:
McKENZIE
. ENGINEERING
GROUP, INC.
PROFESSIONAL CIVIL ENGINEERING LAND PLANNING PROJECT MANAGEMENT
325 CENTRAL STREET SAUGUS, MASSACHUSETTS 01906
GRAPHIC: SCALE PHONE: (781) 941-2211 FACSIMILE: (781) 941-2662
150 LONGWATER DRIVE SUITE 101 NORWELL. MASSACHUSETTS 02061
sc o 10 so 40 eo PHONE: (781) 792-3900 FACSIMILE: (781) 792-0333
DRAWING TITLE: DWG. NO..
Lj
( IN > rr �: I LANDSCAP PLAN
1 inch = 20 "it
f
PROP 1-Y` BIT CONC NOTES:
SURFACE COURSE 19'•
PROP 1-4' BIT CONC i. DIMENSIONS SUBJECT TO CHANGE IN THE FIELD IF EXISTING CONDITIONS WILL MAKE THE
BINDER COURSE RAMP IMPRACTICAL, UNSAFE OR ILLEGAL
SAWCUT IT SAWCUT 2. BROOM FINISH SURFACE AT RIGHT ANGLES TO DIRECTION OF TRAVEL 3'-6'
N TYP• ort
1� q tt r^r J1 w AINTED
WHITE
(TVP) --, SYMBOL •
<+' z. 'a: • NMI EI
D STRAPN
c ES
CONTROLLED DENSITY FILL- co,
EXCAVATABLE �: 6
D GRA BORROW TYPE c lcQ 1'-0' *ALONG FRONT AND REAR PROPERTY LINES ONLY,
P•4 OF TMP, PARKING STALL DEPTH TO BE 1T-0.' (ASSUMES 2'
VEL OVERHANG TO ACHIEVE CITY OF SALEM ZONING
• 8` ��T 4'-0' 6'-5"
MIN RAMP RAMP _PAINTED TRAFFIC ARROWS DETAIL REQUIREMENT 7-3.2.0: MINIMUM STALL DEPTH-19'
1i2` UPJ TRANs►1TQN PAINTED HANDICAP SYMBOL DETAIL TYPICALIN
G DETAIL
BOTTOM OF TRENCH SCALE: N.T.S. - -
SCALE. N.T.S.
D + 3' PERSPECTIVE SCALE: N.T.S.
GEMENT CONCRETE SIDEWALK RAMP
'r SCALE: N.T.S.
TRENCH DETAIL IN EXISTING
BIT. CONC. PAVEMENT
• TREATMENT VARIES
SCALE: N.T.S. a CHANNEL
CROSS COUNTRY IN PAVED AREAS �r (GALVANIZED) VERTICAL
• GRANITE CURB TYPE VA-4
CO
Top
6' LOAM AND SEED OR : 1 1/4
APPROVED SLOPE PROTECTION RESURFACING AS REQUIRED r j 6 12w TACK COAT
SIGN R1-1 ----
V
EXIST. WATER MAIN FINISHED
• _ ( GROUND
SURFACE
ADJUSTABLE r1
VALVE BOX 4I I
• WHERE THE SIZE OF THE CONNECTION EXCEEDS THAT GIVEN IN THE 6-
TABLE A BOSS SHALL BE PROVIDED OR THE TAP SHALL BE MADE BY 8 -I PROP. 4:1 LEDGE
MEANS OF MUTIPLE CORP. STOPS AND BRANCH FITTINGS, TAPPED TEE. NOTES: I 1 10'-8• 1 I CUT (SEE PLAN)
OR TAPPED SADDLE. WHERE NO PAVED SIDEWALK EXIST CURB STOPS do VALVE BOXES TO BE INSTALLED IN STREET v�
e
MECHANICAL JOINT g'_4• e ■
TAPPING SLEEVE • .
PROPOSED WATER MAN GATE VALVE ':'. •' 0' ,• .':.: • •��•:
'-0• ••• .• f—3/4• WASHED STONE
VALVE
DISTRIBUTION 8 .. .. _•.. TO 1' BEHIND WALL
; . :. '
MECHANICAL JOINT / PUSH-ON i ':'• •• • �': •`,e. •..•• •. • '
JOINT TAPPING VALVE
FIXTURE BOX — Ik
PUCE MASONRY BLOCK FRAME VALVE BOX OR VALVE INDICATOR ° ' a ' ':'. '..••.;. •• :�...... :. •�.:
UNDER ACCESS PIPE ON COMPACTED POST AS REQUIRED ° a CONCRETE AGAINST 5'-4-
FILL. DO NOT REST ON VALVE ° UNDISTURBED MATERIAL
LIGHT UNIT ° a a ' ° a :: . .. •.
MOUNTING POLE PROPOSED WATER MAIN 4'-0•
WA
TER GATE DETAIL a
2'-8-
MAXIMUM SIZE
• . ..
TAPPED CONNECTION SCALE: N.T.S. •. � '•' �0 '•:•a•••••• ••
WATER MAIN MAXIMUM TAP
NOTE ALL24' POLES TO BE MOUNTED ON CONCRETE PEDESTALS 1'-4- ..a •.�. •. • c
DIAMETER DIAMETER 2' ABOVE GRADE FOR A TOTAL MOUNTING HEIGHT OF 26'. ':'. ' e.".• .
4• 1/2• _LIGHTING FIXTURE DETAIL EXIST. WATER MAIN :.
6• 3/4• SCALE: N.T.S. •:,:.' -r' ; = 4 PVC DRAIN
TYPICAL TAPPING SLEEVE AND VALVE �•y,,?`; `+�' s''�• PPE
12 1 SCALE: N.T.S.
• MINIMUM 6• THICK
GRANULAR LEVELING PAD
i
WALL NOTES:
1. MAX. HEIGHT OF NON-REINFORCED WALL IN SILTY I
STREET CLAY (SOIL FRICTION ANGLE - 281 IS 10'-8•. TALLER
WALLS ARE TO BUILT WITH GEO-GRID OR SETBACK EFFECT.
THIS PORTION OF HOUSE 2. CONCRETE 3000 PSI MIN. AFTER 28 DAYS.
SEWER BY OTHERS
_. 3. FACE TEXTURE IS NORTH SHORE GRANITE
a 4. TURNING RADIUS IS 15 FEET.
TRENCH WIDTH AND DEPTH TO BE IN ACCORDANCE $ OBSERVATION TEE . . BUILDING 5. 1' SETBACK PER ROW ON A STRAIGHT WALL (ANGLE OF
WITH THE TELEPHONE COMPANY AND THE ELECTRIC Z AND PLUG 1'-0• .'
DRAIN BATTER 3.61 CURVED WALLS 1-2.7• PER ROW.MP
�
COMPANY REQUIREMENTS AS APPLICABLE. 3'-0• ' 6. CORNER BLOCK CUT FOR USE ON LEFT AND RIGHT SIDE. i
2'-0• FROM CLEAN OUTCURBING CURBING SIDEWALK WYE -- T
GRADE FINISHED GROUND SURFACE - S H EA CONCRETE M 0 D U LAR WALL DETAIL
PVC. BASEMENT SCALE: N.T.S.
ADAPTER WI1fH FLEXIBLE FLOOR
JOINT-T T . s
STANDARD VALVE BOX 6
do COVER IN SIDEWALK j STREET SEWER HOUSE SEWER:
MINIMUM SLOPE 1/8' PER FOOT
z z _
BURIED CONDUIT
0 !6SEWER SERVICE
TYPE K COPPER CURB SOP $
MARKER
't SERVICE "�
� SCALE: N.T.S. r!� � : I s �• •
TO BUILDING SERVICE PROPOSED CONDUITS FOR TELEPHONE,
p . CABLE AND ELECTRICAL SERVICE A . ; f M '�•q
CORP. STOP
PROVIDE 2'• MIN. 4 ITE:
1
WATER MAIN 0
M
4 p �►1,Auv�
OPPER SERVICE CONNECTION cti .
SCALE: N.T.S. s• MIN. 6• MN. 00 ADLEY McKENZ1E
BR CIVIL C acn ;
—�
No. 36917 •`
TYPICAL ELECTRIC/TELEPHONE.ZICABLE CONDUT (US—UTILITY SERVICE),
S 0 ALE —
SCALE: N.T.S. —
EVISIOA1 DATE I DESCRIPTION BY APPR
APPLICANT.
CHARLES PULED
376 HIGHLAND AVENUE
EVERGREEN TREE - GROUNDLINE SALEM, MASSACHUSETTS 01970
DECIDUOUS TREE - PRUNE
TO BE THE SAME AS EXISTED AT
BACK 1/4. ON SITE; WRAP
DRIP LINE b � �p a THE NURSERY
TREES OVER 1• CAL WITH
OF PLANT �o � p a BURLAP OR ASPHALIC KRINKLE PROJECT
co D• � D �°� KRAFT TREE WRAP
P' 2 MIN. DEPRESSION - PROPOSED COMMERCIAL DEVELOPMENT
�Q
• k 376 HIGHLAND AVENUE
EDGE OF LAWN po '. . . Q Clog Q FINISHED GRADE CINCH TIE HOSE OR
t�b G G ' p SIEVE X PASSING APPROVED EQUAL
bh 1 111141 1 1/4 INCH 100 A v
.01
No.4 85-100 DOUBLE STRAND OF CINCH TIE HOSE T1`ll>L 3 LOT 6�
No.40 60-85 GALVINIZED VIRE TWISTED, OR APPROVED
4• BARK MULCH (DO NOT No.100 38-60 12-14 GAUGE
EQUAL IN
PLACE ABOVE FINISHED No'200 28-40 3 GUYS OF 12-14 GAUGE SALEM, MASSACHUSETTS
LAWN GRADE) TURNBUCKLE TWISTED WIRE. 120' APART
dW
' h t{ h
REMOVE BURLAP FROM TOP I I�1 I V II��I/1�1�I I q I� M I I I RH 1111M III&A I PREPARED SEEDED LAWN 21/2 DIA•, 10' CEDAR STAKE TURNBUCKLE
1'-0• MIN. HALF OF ROOTBALL IF WITH NOTCHED END�MITNR
j • do
PROJECT NO.: 25-130 DATE: MAY 25, 2006
OR SOD
SYNTHETIC MATERIAL, - 3• MULCH LAYER
REMOVE COMPLETELY. �!
IEEE •� • SCALE: N.T.S. DWG FILE NAME: 25-130Detdi ls.dwg
3' MULCH LAYER
8• MIN. 2
APPROVED SOIL MIX CONSISTING OF - •• • . PREPARED SCREENED TOPSOIL FLUSH WITHFINISHED
DSTAKE RIVEN
GRADE
75X TOPSOIL (NO STONES LARGER THAN • .
(NO STONES LARGER FOLD BACK BURLAP FROM DRAWN BY.- SCOTT P. CAMERON CHECKED By.. BRADLEY C. MCKENZIE, P.E.
1 1/4') AND 25% PEAT MOSS, 40 LB. THAN 1 1/4-) TOP 1/3 OF BALL — ........... _
2 x ROOTBALL BAG MANURE AND FERTILIZER AS - . ' — I I( — _ EXISTING SUBGRADE PREPARED BY.
EXISTING SUBGRADE
(3'x3' MINIMUM) REQUIRED. ; , . ; -_�-- _ _ - - I McKENZI E
SEE LANDSCAPE PLAN FOR TREE SPECIES AND LOCATIONS — — — •• • . ; SCARIFY EXISTING SOIL AND ENGINEERING
MIX WITH PLANTING SOIL AT PLANTING SOIL MIX
_ _r _ A 1 TO 1 RATIO AND _
I �III� REPA D SUBGRADE COMPACT I MICARIFY EXISTING SOIL X WITH PLANTING SOIL AT
TYPICAL SHRUB PLANTING PLANTING SOIL MIX — _ - A 1 TO 1 RATIO AND COMPACT GROUP, INC.
SCALE: N.T.S.
SEEDED OR SODDED LAWN DETAIL PROFESSIONAL CIVIL ENGINEERING LAND PLANNING PROJECT MANAGEMENT
f SEE LANDSCAPE PLAN FOR TREE SPECIES AND LOCATIONS 325 CENTRAL STREET SAUGUS, MASSACHUSETTS 01906
SCALE: N.T.S. PHONE: (781) 941-2211 FACSIMILE: (781) 941-2662
I 150 LONGWATER DRIVE SUITE 101 NORWELL, MASSACHUSETTS 02061
DECIDUOUS—AND EVERGREEN PHONE: (781) 792-3900 FACSIMILE: (781) 792-0333
TREE PLANTING DETAIL DRAWING TITLE: DWG. NO.
SCALE: N.T.S.
CONSTRUCTION DETAILS H CD-2
CAST IRON FRAME AND COVER (LEBARON LK 110-A) FRAME TO BE SET
I
IN MORTAR. MANHOLE COVER SHALL HAVE A DIAMOND PATTERN,
ADJUST AS REQUIRED TO FINISHED GRADE WITH TWO PICKHOLES & THE WORD 'DRAIN" CAST IN 3' LETTERS
DETENTION BASIN DESIGN INFO BRICK COURSES (MAX.)
FINISH GRADE �o�d
DB-1 DB-2 $tone Badc 8• Pow �OPIgq
LENGTH OF STONE ENVELOPE 59.42' SEE PLAN SEE NOTE 4 "s ^tl N.
14" (MIN.)
WIDTH OF STONE ENVELOPE 25.65' SEE PLAN 3 1/Y FINISHED GRADE '; 24' oct
1 SQUARE
DEPTH OF STONE ENVELOPE 4.50' 4.38' g 10
�„ 01� ..•�•.. °r Fvbyc
INVERT OF STONE ENVELOPE 170.59 160.39 INVERT^ SEE NOTE 3 ° :eo STORM DRAIN NOTES:
LENGTH OF CULTEC RECHARGERS 8.25' 6.25'
1. POLYETHYLENE DRAIN PIPE SHALL BE ADS (N12) UNLESS OTHERWISE
1 _ NOTED.
WIDTH OF CULTEC RECHARGERS 47.8" 47.8' FRAME TO BE
SET IN FULL _ 2. BACKFILL SHALL BE COMPACTED TO 95X MAXIMUM DRY DENSITY BY
INVERT OF CULTEC RECHARGERS 171.09 160.89 PRECAST CONCRETE SECTIONS TO CONFORM TO ASTM 24" (MIN) MORTAR BED MSHTO T-180D METHOD.
C-478, CONCRETE OF 4000 P.S.I. IN 28 DAYS 0.17 HOOD DOGHOUSE' OPENING _ onda /n
NUMBER OF RECHARGER UNITS USED 45 UNITS 33 UNITS SQ. IN. PER LINEAR FOOT CIRCUMFERENTIAL STEEL g 3. SHEETING, IF USED, SHALL BE CUT OFF NO MORE THAN 12 ABOVE TOP
CEMENT
4. UNSUITABLE SOIL BELOW THE INVERT SHALL BE REMOVED AND REPLACED
OUTLET OF RECHARGER SYSTEM 12 OU NO OUTLET ^
48" DtMI:NJ. .
S?. WITH APPROVED MATERIAL AND SHALL NOT BE USED AS BACKFILL
0 12' ',
d
v TYP.
.. its% *
.p °�: orb"� o ,.q° �, meter
4'-0' (MIN.) Q'^.0 4`p °Q:' p, : oa:.C7 sg A C
232. 5• TYPICAL CROSS SECTION °"°608e
Ew BARS AT 18 GRASUBGRADE
COMPACTED COMPACTED -OF RECHARGER 330
'
GRA
6• STO
58' 58' S8' NOTES
S8` VARIES VARIES 1. ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING. MANAGEMENT
G.
PROVIDE DOGHOUSE OPENING FOR PIPES WITH 2" MAX. CLEARANCE TO SCALE: N.T.S.
OUTSIDE OF PIPE TOP SLAB SHALL NOT REST DIRECTLY ON PIPE
MORTAR FILL AROUND PIPE 2. GROUT ALL PIPE CONNECTIONS (NON-SHRINK GROUT). ADJUST AS REQUIRED TO FINISHED GRADE WITH TWO
FROM ROOF 12' AlDS (N-1 ) FROM PARTICLE - - . . - . . - . . - . . - . JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BRICK COURSES (MAX.)
FRAMES AND GRATES TO BE LEBARON LK120,
DRAT- N (TVP.) SEPARATOR 3. CATCH BASIN FRAME AND GRATE (4" DEPTH) SHALL BE SET IN FULL ADJUST AS REQUIRED TO FlNISHIED GRADE WITH TWO TYPE F WAFFLE GRATE OR EQUAL
- • • - • • - • • - - - - MORTAR BED.
BRICK COURSES (MAX.) CAST IRON FRAME AND COVER (LEBARON LK 110-A) FRAME TO BE SET FRAMES TO BE SET IN FULL CONCRETE COLLAR.
4• ADJUST TO FINISH GRADE WITH CLAY BRICK AND MORTAR AS REQUIRED. IN MORTAR. MANHOLE COVER SHALL HAVE A DIAMOND PATTERN,
PICKHOLES do THE WORD "DRAIN" CAST IN 3' LETTERS
v iTf -
LT(T TTT i"I-L_I -f T 1�
FINISHED GRADE
z 12' GRAVEL
330 RECHARGER UNIT (TYP.)
COMPACTED TO
�(5 UNIT ° 9 UNITS) LONG CATCH BASIN (SHALLOW COVER WITH HOOD
tN 45 UNITS TOTAL) 95 X DRY DENSITY 3 1/2• FINISHED
ELEV.-178.4 CONCRETE COLLAR
STANDARD DRAIN MANHOLE DETAIL SCALE: N.T.S.
IL SCALE: N.T.S. 24' (MIN.) FRAME Tb BE SET IN
FULL MORTAR BED
24' (MIN) FRAME Tn BE
SET IN FULL
PRECAST CONCRETE SECTIONS TO CONFORM TO ASPM MORTAR BED
ICULTEC 410 FILTER FABRIC FINISHED GRADE C-478, CONCRETE OF 4000 P.S.I. IN 28 DAYS 0.17 MORTAR FILL AROUND PIPE
ASPHALT SO. IN. PER LINEAR FOOT CIRCUMFERENTIAL STEEL
KNI -IN RECOMMENDED, NOT REQUIRED REINFORCEMENT
1 }' - 2" WASHED,
NMI
COMPACTED FILL PRECAST CONCRETE VARIES
CRUSHED STONE SECTIONS TO CONFORM
]NMI DIN CULTEC 410
CULTEC RECHARGER 330HD7 FILTER FABRIC TO ASTM C-478, CONCRETE
HEAVY DUTY' H-20 CHAMBER TOP. SIDES AND BOTTOM OF 4000 P.S.I. IN 28 DAYS. 12"
Q V0.17 SQ. IN. PER LINEAR
N
•}'.: .}
FOOT CIRCUMFERENTIAL
CIR M EN71AL
z
w:C:: ..:y:::%:' �: .:y':T ...:C.:'" ..:L:R•;�;.•..:ii.�y: .• .:4:n' %:C ..:C.;T:C::�:v:�.:. y:4::r:.::�.:C::':r:[:•�r:t.
I
z
O
LEBIRON
L202 HOOD
STEEL
a
b64'-0*
.Y'�•a .Y c
rn
OR EQUAL
• " ELEV.-175.69
12" ADS (N-12) BUM JOINT ,T � y x f 100-YR FLOOD V-0• (MIN.)
(TYP.) D :t`° xy# ELEV.-174.57 I
OCS SEALANT �`' +• �N�
5-
b.
• t
D C Y N t 12 GRAVEL •
4 v r ELEV 173.94 • a COMPACTED TO 95X _ _ _ _ _ _ 114
ti
s � 25
�„� • .- OF DRY DENSITY
m ,; _ _ _ _ _ _ - AT 18 E.
�_ �rSi �a 9 p I' !1 ?l `k .44%d!e�K �,T,• 4C• .,�.y, '4�1' -
PREFORMED FLEXIBLE ' f _ . . _ . . _ . . _ . . _ . . _ . . _
_ JOINT SEALANT ,
0 58" C-C 52• FROM DETENTION BASIN III-1 11=1 11=1 I I=1 11=1 11=1 I I=1 I I=1 1 1.I
TYP. 6' STONE SEPARATION L
MANHOLE JOINT DETAILS BETWEEN ROWS 6' STONE BASE a STANDARD CATCH BASIN DETAI L
DRAINAGE PIPE FEED MANIFIOLD FOR
SCALE: N.T.S. TYPICAL CROSS SECTION RECHARGER 330HD a TO DMH-3 SCALE: N.T.S.
• h
• '
-SUBSURFACE INFILTRATION SYSTEM (DB=1 PAVED H-20 CULTEC CHAMBER SYSTEM
SCALE: N.T.S.
•55 '� .), 12" MIN OF 3/4"-1 del/2"
SCALE: N.T.S. CRUSHED STONE -
SECTION A-A
a
EA - - - - -
EYIS10 DATE DESCRIPTIO.IN BY APPR
10!-6" APPLICANT:
12" ADS (N-,2) I A B CHARLES PULEO
(TVP.)
ELEV.-175.66 376 HIGHLAND AVENUE
N 330 RECHARGER UNIT (TYP.) 24" DIA •' •` ,r s 100-YR FLOOD
ELEV.-174.57 v SALEM, MASSACHUSETTS 01970
_ (3 ROWS O 6 UNITS LONG CLEANOUTS (3)
p�. 18 UNITS TOTAL) 01'-0»
. S" • PROJECT:
N 1 I I 1 I I OUTLET • a
173.94 o PROPOSED COMMERCM DEVELOPMENT
376 HIGHLAND AVENUE
(TAX MAP 3 LOT 62)
a IN
►- A SECTION A-A VIEWtwo M�� • o N SALEM, MASSACHUSETTS
® FP 9�,�i ELEV.-172.14
? B EXTEND TO FINISHED GRADE W/PRECAST CONC. o`'� yes ,•:. 4; '.
PLAN VIEWBRADLEY C o
EXTENSION RINGS, BRICK/MORTAR AND CAST IRON FRAME AND COVER McKENZ1E 4
EXTENSION RINVIL
GS TO E MAN. A
BRICK/MORTAR AX. DEPTH OF 12%BY SHCONC., ITEM TK-WT30X36H, OR EQUIV.) No 136917 N ` PROJECT NO.: 25-180 DATE: MAY -2 2006
-INN .� 4,; , • F s N EN ,�'"� SCALE: N.T.S. DWG FILE NAME: 25-130Detatils.dwg
._ FRONT VIEW
DRAWN BY. SCOTT P. CAMERON CHECKED BY.• BRADLEY C. McKENZIE, P.E.
r_ • DETENTION BASIN OUTLET
• PREPARED BY.•
330 RECHARGER UNIT (TYP.) o INLET CONTROL STRUCTURU McKENZIE
(3 ROWS O 5 UNITS LONG i- OUTLET
15 UNITS TOTAL) SCALE: N.T.S.
SEE NOTE 4 -' ENGINEERING
,
®
OF- o GROUP, INC.
r_ » r� >. r_ » NOTES:
PROFESSIONAL CIVIL ENGINEERING LAND PLANNING • PROJECT MANAGEMENT
1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. 325 CENTRAL STREET SAUGUS, MASSACHUSETTS 01906
SECTION SIDE VIEW SECTION B-B VIEW 2. ALL REINFORCEMENT PE:R ASTM C1227-93. PHONE: (781) 941-2211 FACSIMILE: (781) 941-2662
3. DESIGNED FOR H-20 LOADING. 150 LONGWATER DRIVE SUITE 101 NORWELL, MASSACHUSETTS 02061
4. TONGUE AND GROOVE JOINT SEALED WITH BUM RESIN. PHONE: 781 792-3900 FACSIMILE: (781) 792-0333
5. SEE SHEET 6 OF 13 FOR INVERT AND PIPE DATA. ( )
DRAINAGE PIPE FEED MANIFIOLD FOR DRAWIrrc TITLE: DWG. NO.
SUBSURFACE INFILTRATION SYSTEM (DB PRECAST 1500 GAL, SEDIMENT & OIL SEPARATOR
CONSTRUCTION DETAILS III CD-3
SCALE: N.T.S.
SCALE: N.T.S.
« I
CONSTRUCTION SPECIFICATIONS: EROSION AND SEDIMENTATION CONTROL EMBANKMENT WOF ALE OR TOE
1. STONE FOR A STABILIZATION CONSTRUCTION ENTRANCE SHALL BE 1 TO 2 STRUCTURAL PRACTICES UTILIZED FOR THE PROJECT WILL INCLUDE SEDIMENTROADWAY SLOPE OR
50' MINIMUM INCH STONE. RECLAIMED STONE. FENCE/HAYBALE BARRIER CONTROLS, STABILIZED CONSTRUCTION ENTRANCE, TEMPORARY (2)2 X2 X3 EXISTING GROUND
2. THE LENGTH OF THE STABILIZED ENTRANCE SHALL NOT BE LESS THAN 50 DIVERSION SWALES WITH STONE CHECK DAMS, SEDIMENT BASINS, AND INLET PROTECTION. STAKES EA. BALE 6' f
EXISTING FEET EXCEPT FOR A SINGLE RESIDENTIAL LOT A 30 FOOT MINIMUM LENGTH I \\
WOULD APPLY. STABILIZATION PRACTICES UTILIZED FOR THE PROJECT WILL INCLUDE TEMPORARY SEEDING, J-
PAVEMENT
3. THE THICKNESS OF THE STONE FOR THE STABILIZED ENTRANCE SHALL NOT BE GEOTE MLES (JUTE MESH), MULCHING, AND PERMANENT SEEDING. FLOW
LESS THAN 6 INCHES. ---
�i � CULVERT
IN GENERAL. THE SMALLEST POSSIBLE AREA OF LAND SHALL BE EXPOSED AT ONE TIME. EXIST. GROUND
4. THE WIDTH OF THE ENTRANCE SHALL NOT BE LESS THAN A FULL WIDTH OF WHEN LAND IS EXPOSED DURING DEVELOPMENT, THE EXPOSURE SHALL BE CONFINED TO OVERLAP BALES '
GEOTEXTILE FILTER FABRIC 6'MIN. THE ENTRANCE WHERE INGRESS OR EGRESS OCCURS OR 10 FEET, WHICH EVER A MAXIMUM PERIOD OF 3 MONTHS. LAND SHALL NOT BE EXPOSED DURING THE MINTER
IS GREATER' MONTHS. ANY DISTURBED AREAS WHICH ARE TO BE LEFT TEMPORARILY AND THAT WILL SECTION
at= 5. GEOTEXTILE FILTER CLOTH SHALL BE PLACED OVER THE ENTIRE AREA PRIOR BE REGRADED AT A LATER DATE SHALL BE MACHINE HAY MULCHED AND SEEDED WITH SECTION
TO PLACING THE STONE. WINTER RYE TO PREVENT EROSION.
50' MINIMUM S. ALL SURFACE WATER THAT IS FLOWING TO OR DEVERTED TOWARDS THE SWALE
CONSTRUCTION ENTRANCE SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING •- VARIES DEPENDING ON HEIGHT OF q SWALE NOTE TO BE USED AROUND CULVERT INLETS
IS IMPRACTICAL, A BERM WITH 5:1 SLOPES THAT CAN BE CROSSED BY
VEHICLES MAY BE SUBSTITUTED FOR THE PIPE. t 3 SLOPE AND STEEPNESS OF
o RESULTING GRADES AT TOE OF SLOPE 3
1' TO 2' COARSE AGGREGATE TVP. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT EXIST. GROUND INTERSECTION. �' STAKED HAY BALES
( ) 10' 7. TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY SILT FENCE
REQUIRE PERIODIC TOPDRESSING WITH ADDITIONAL STONE AS CONDITIONS
DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP STAKED HAYBALES
SEDIMENT. SEDIMENT SPILLED, WASHED, OR TRACKED ONTO PUBLIC
gum
RIGHTS-OF-WAY MUST BE REMOVED PROMPTLY. WATER101 F
FINISH GRADE
r LEVEL
I
� MINmm
. I 3
►+ STAKED HAY BALES o1
�' PAVEMENT CO N STR U CTI O N NOTES: STAKED HAY BALES * BALES TO BUTT
TOGETHER.
r 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS � I BOTTOM OF FILL SLOPE
10' WITH WIRE TIES OR STAPLES.
�I
PLAN VVWI 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN MARE FENCE
WITH TIES SPACED EVERY 24' AT TOP AND MID SECTION. 12. OF 3/4'
DIA. WASHED aid"\ NOTE;:
WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER. THEY STONE I
3. SHALL BE OVERLAPPED BY 6 INCHES AND FOLDED. TO BE USED AT BOTTOM OF FILL SLOPE
MAIN11ENANCE SHALL BE PERFORMED AS WHERE HEAVY FLOW MAY BE ANTICIPATED
REMOVED WHEN *BULGES' DEVELOP IN THEESILT EDED��MATERIAL LECTION
STABILIZED CONSTRUCTION ENTRANCE DETAIL .S
PLAN PLAN p
SCALE: N.T.S. _DEWATERING FILTER DETAIL ,fig: NOTE:
SCALE: N.T.S. TO BE USED IN LOW FLOW LOCATIONS WHERE EXIST. NOS• TO BE USED IN LOW FLOW LOCATIONS WHERE EXIST. STAKED HAYBALES
POSTS GROUND SLOPES IN TOWARD THE TOE OF THE EMANKMENT GROUND SLOPES IN TOWARD THE TOE OF THE EMANKMENT
OR IN NARROW DITCHES. THE HAY BALE INSTALLATION TO BE USED WHERE EXIST OR IN WIDE DITCHES THE HAY BALE INSTALLATION SHALL
SHALL BE INSPECTED BY THE DESIGN ENGINEER IF AN AREA BE INSPECTED CH THE DESIGN ENGINEER IF AN AREA IN SILT FENCE
IN EXCESS OF OF AN ACRE DRAINS INTO THE DITCH. GROUND SLOPES AWAY FROM A -- i THE TOE OFTHE EXCESS OF OF AN ACRE DRAINS INTO THE DITCH.
2 EMBANKMENT.
SUPPORT NET
SECTION A / SECTION B
2
WETLAND UPLAND
FILTER FABRIC Tm.%I FLOW
POST g LIMIT OF WORK STAKES CATCH BASIN
A FILTER FABRIC FLOW
IIIIIIIIII) 12. OF 3/4- DIA. ,
COUPLER BALE OF HAY PLAN WASHED STONE
TRENCH SPOIL
BACKFILLED & COMPACTED
#4 O 16'
_
�\ �\ // /\ ,-' CONCRETE (TYPPET11 ) NOTE:
(CENTERED) 3/4' CHAMFER ROADWAY SLOPE OR
/ �r �`.►.�_ g• MAX TO BE USED AROUND CATCH BASINS.
BITUMINOUS EXISTING GROUND
.: '•' �
=' CONCRETE
4'-6' DEEP ,�,�-a•. 3• PAVEMENT
/ BACKFILL � \ �\
it
NATIVE SOIL FLOW x\ O
COMPACTED OVERLAP BALES
EMBEDDING DETAIL GRAVEL
JOINING SECTIONS OF SILTATION FENCE COMPACTED CATCH BASIN GRATE
SUBGRADE SECTION •
12' 1' ROAR FOR
SILTATION FENCE SILTSACK BAG REMOVAL TEMPORARY EROSION CONTROL
SCALE: N.T.S. SCALE: N.T.S.
.a
:F j�' 1. SIZE OF COMPACTOR PAD TO BE AS INDICATED ON PLANS. -
CONSTRUCTION JOINTS TO BE SET AT INTERVALS OF 1/3 OF LENGTH.
2 SQUARE DUMPSTER PAD TO BE 16'x16' (MAX).
n
CONCRETE DUMPSTER PAD PSN VIEW
1. INSTALL SILTSACK IN ALL CATCH BASINS WHERE INDICATED ON THE PLAN - - - - -
BEFORE COMMENCING WORK OR IN PAVED AREAS AFTER BINDER COURSE SCALE: N.T.S. EVISIO DATE DESCRIPTION BY IPPR
IS PLACED AND MAY BALES HAVE BEEN REMOVED.
2. GRATE TO BE PLACED OVER SILTSACK. APPLICANT: r y7 r �7
3. SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS AND CH14i�l1ri S PVLri O
CLEANING OR REPLACEMENT SHALL BE PERFORMED PROMPTLY AS NEEDED. CATCH BASIN GRATE
MAINTAIN UNTIL UPSTREAM AREAS HAVE BEEN PERMANENTLY STABILIZED 376 HIGHLAND AVENUE
SALEM, MASSACHUSETTS 01970
ANGLE FIRST STAKE TOWARD SILTSACK
PREVIOUSLY LAID BALE
FI.ow Flow PROJECT:
�:� �:�:��• :-..: �. i. i� iii
WIRE DR NYLON CONSTRUCTION SEQUENCE ` ::......_ PROPOSED COMMERICZ L DEVELOPMENT
BOUND BALES TO PREVENT EXCESSIVE EROSION AND SILTING, THE FOLLOWING CONSTRUCTION SEQUENCE .r 376 HIGHLAND AVENUE
40�0� PLACED ON THE COUPLED WITH OTHER WIDELY ACCEPTED SEDIMENTA TION SHALL BE IMPLEMENTED INRTHE DEVELOPMENT OF THE SITE.INCIPALS FOR REDUCING EROSION AND a
CONTOUR EXPANSION RESTRAINT (TAX MAP 3 LOT
62)
STABIUZA71ON PRACTICES FOR EROSION AND SEDIMENT CONTROL SHALL BE INSTALLED PRIOR IN
1. TO COMMENCING CONSTRUCTION ACTIVITIES. REFER TO 'EROSION AND SEDIMENTATION
CONTROL' SECTION OF THIS PLAN. PLACE SILTATION FENCE AND HAYBALE BARRIERS AT SECTION VIEW SALEM, MASSACHUSETTS
LOCATIONS INDICATED ON THE CONSTRUCTION DRAWINGS AND CONSTRUCT STABILIZED
CONSTRUCTION ENTRANCE AT INTERSECTION OF EXISTING AND PROPOSED DRIVEWAYS WITH
ASSOCIATED SEDIMENT BASINS.
CLEAR AND GRUB ALL AREAS ASSOCIATED WITH THE CONSTRUCTION OF THE DRIVEWAY AND
.NOTES: RELATED INFRASTRUCTURE. SILT SACK D ETAI L
1. TOP OF LOAM (TOPSOIL) IS FINISHED GRADE. 2 � PROJECT NO.: 25-130 DATE: MAY 25, 2006
EXCAVATE TOPSOIL AND SUBSOIL FROM CUT AND FILL AREAS AND STOCKPILE ON SITE IN SCALE' N.T.S.
LOCATIONS SHOWN ON THE PLAN. CONSIDERATION SHOULD BE GIVEN TO LOCATING
2. TOPSOIL SHALL CONTAIN BETWEEN 5X AND 12% ORGANIC MATTER AND 3. STOCKPILES ON THE UPHILL SIDE OF DISTURBED AREAS, WHERE POSSIBLE. TO ACT AS SCALE: N.T.S. DWG FILE NAME: 25-13ODetails.dwg
2' X 2' STAKES 1 1/2' TO 2' TEMPORARY DIVERSIONS.
IN GROUND. SHALL HAVE A MAXIMUM STONE SIZE OF 1 1/4' AND SHALL CONFORM
TO THE FOLLOWING GRADATION:TO CUT AND FILL AREAS, INSTALLING HAYBALE CHECK DAMS AT TOES OF ALL 3:1 DRAWN BY.- SCOTT P. CAMERON CHECKED BY.• BRADLEY C. McKENZIE, P.E.
OR GREATER SLOPES, AND AT ENDS OF ALL CUT AREAS. ALL FILL WILL BE INSTALLED
ANCHORING DETAIL 4. USING 12' MAXIMUM COMPACTION LIFTS. PLACE ALL SLOPE PROTECTION WHERE INDICATED
ON THE PLAN. PREPARED BY. I.
CONSTRUCT TEMPORARY DIVERSION SWALES W/ STONE CHECK DAMS ALONG SIDE THE �►AuV� MIKE �I ZI E
PROPOSED DRIVEWAY UN11L IT IS PAVED. �► \tHOF16IqS
STAKED HAYBALE AND SILTATION FENCE 5 INSTALL CLOSED DRAINAGE SYSTEM AND OTHER UTILITIES. ALL CATCH BASINS SHALL BE ?��P S'�y�• ENGINEERING
SCALE: N.T.S. CONSTRUCTION NOTES: 6. COVERED WITH SILTSACK OR EQUIVALENT INLET PROTECTION UNTIL SITE IS VEGETATED. �o BMcKENZIE G�
1. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT GRADE DRIVEWAY TO SUBGRADE ELEVATION AND CONSTRUCT SIDE SLOPES. APPLY CIVIL m � GROUP, INC.
BALES TEMPORARY STABILZA71ON MEASURES WHERE WARRANTED. REFER TO 'EROSION AND ' No. 36917 O
SEDIMENT CONTROL' SECTION OF THIS PLAN.
2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM DEPTH OF 4. 7• B .►
. PLACE GRAVEL SUBBASE PER TOWN SPECIFICATIONS S
3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR RE-BARS DRIVEN ..�' • •
THROUGH THE BALES THE FIRST STAKE IN EACH BALE SHALL BE ANGLED TOWARD PUCE THE BITUMINOUS CONCRETE BINDER COURSE. PROFESSIONAL CIVIL ENGINEERING LAND PLANNING PROJECT MANAGEMENT
PREVIOUSLY LAID BALE To FORCE BALES TOGETHER. e• 325 CENTRAL STREET SAUGUS, MASSACHUSETTS 01906
GRADE SLOPES AND STABILIZE CUT AREAS AT TOE OF SLOPES. BLEND ALL SLOPES INTO
4. INSPECTION SHALL BE FREQUENT ED AND REPAIR OR REPLACEMENT SHALL BE MADE 9. EXISTING TOPOGRAPHY AND LOAM AND SEALL DISTURBED AREAS SLOPES GREATER THAN PHONE: 781) 941-2211 FACSIMILE: (781) 941-2662
PROMPTLY AS REQUIRED.
3:1 SHALL BE STABILIZED WITH JUTE MESH.
10. 150 LONGWATER DRIVE SUITE 101 NORWELL, MASSACHUSETTS 02061
PLACE THE FINAL WEARING COURSE OF PAVEMENT. FACSIMILE: 781 792-0333
9 -3900 ( )
5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNEss SO As PHONE: 781 7 2 4
NOT TO BLOCK IMPEDE STORMDRAINAGE. (
)
REMOVE TEMPORARY EROSION CONTROL DEVICES ONCE ADEQUATE GROWTH IS ESTABLISHED. DRAWING TITLE: DWG. NO.
11. ADERQUAT GROWTH IS DEFINED AS VEGETATION COVERING 75X OR MORE OF THE GROUND _
12
CONSTRUCTION DETAILS IV CD-4