370 HIGHLAND AVE - PLANNING • CITY OF SALEM
PLANNING BOARD
July 25,2006
Decision — Site Plan Review
370 Highland Avenue
Charles M. Puleo,Trustee �T
Puleo Realty Trust r N y
376 Highland Ave.
Salem, MA 01970 ➢ 3
RE: 370 Highland Ave. A
; W
Site Plan Review o
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.SALEM.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 screening 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 '/2" 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.
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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 rules, 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
Planting& 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.
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10. Office of the City Engine:
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 requiremenzs of the Salem Fire Department.
14. Office of the Building Commissioner
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 prior 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 ent and Department Engineer,rofessional s Public
all be
submitted to the Department of Planning and Community p
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
t be submitted to the City Engineer prior to the issuance of
compliance with the design drawing mus
the final 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 certification of the
City Clerk that twenty (20) days have elapsed and no appeal has been filed or that if such appeal has been
filed, and it has been dismissed or denied,is recorded in the Essex 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
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Land. The owner or applicant,his successors or assigns, shall pay the fee for recording or registering.
WA W
Walter B Power, III
Chairman
5
CII 'S�;_EI.1. h1A
• CITY OF SALEM CLERK'S OFFICE
PLANNING BOARD
2QOb DEC 12 P 12: 2?_
Drive Through Special Permit Decision
370 Highland Avenue
December 12, 2006
Charles M. Puleo,Trustee
Puleo Realty Trust
376 Highland Ave.
Salem, MA 01970
RE: 370 Highland Avenue
Drive Through Special Permit
On Thursday, December 7, 2006, the Planning Board of the City of Salem opened a Public
Hearing under Section 7-22 of the City of Salem Zoning Ordinance, Drive Through Facilities, at
the request of Puleo Realty Trust, for the property located at 370 Highland Ave. The proposed
plan shows the construction of three (3) drive through lanes for an approved bank building on the
site.
The Public Hearing was closed on December 7, 2006. At a regularly scheduled meeting of the
Planning Board held on December 7, 2006, the Planning Board voted by a vote of eight (8) in
favor (Power, Moustakis, Collins, Kavanagh, Hanscom, L.ombardini, Sullivan, Ready), and none
(0) opposed to approve the Drive Through Facilities Special Permit, subject to the following
conditions:
1. Conformance with the Plan
Work shall conform to 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. Site Plan Decision
All conditions of the Site Plan Review Special Permit decision dated July 25, 2006 shall
remain in full force and effect
3. Board of Health
The applicant shall comply with all rules and regulations of the Board of Health and shall
comply with all conditions of the Board of Health decision.
120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 •TEL: 978.745.9595 FAx: 978.740.0404 • WWW.SALEM.COM
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4. Amendments
Any amendments to the site plan shall be brought to the Planning Board for review and
approval. Any waiver of conditions contained within shall require the approval of the
Planning Board.
5. 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 hereby certify that a copy of this decision and plans has been filed with the City Clerk an& .-
copies are on file with the Planning Board. The Special Permit shall not take effect until a copy
of this decision bearing the certification of the City Clerk that twenty (20) days have elapsed and
no appeal has been filed or that if such appeal has been filed, and it has been dismissed or
denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the
owner of record is recorded on the owner's Certificate of Title. The owner or applicant, his
successors or assigns, shall pay the fee for recording or registering.
ASA
Walter B. Power, III
Chairman
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SITE LOCUS
SCALE: 1" = 1,000'
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No. TITLE DATE REV. GENERAL LEGEND & ABBREVIATIONS
1 COVER SHEET 5/25/06
BI BITUMINOUS TYP TYPICAL
E-1 EXISTING CONDITIONS PLAN 5/25/06 '
l y/x N/� I,
– Pu/eo Realty Trust Animal Rescue League BOW BOTTOM OF WALL VGC VERTICAL GRANITE CURB
`� r N� Tax Map 3 Lot 56 of Boston BSMT BASEMENT WS DOMESTIC WATER SERVICE
f C-1 SITE LAYOUT PLAN 5/25/06 – Pu/eo Realty Trust p ' ————— EXIST. B17UMINOUS BERM
C-2 GRADING & UTILITY PLAN 5 25 06 – r Tax Map 3 Lot 57 Tax Ma 7 Lot 60 CON CATCH N —————
EXIST. VERTICAL GRANITE CURB
/ / , CL CENTER LINE —_——— EXIST. CONCRETE CURB
C-3 SAVONA STREET PLAN & PROFILE 5/25/06 – � � DMH DRAIN MANHOLE
r — — EXIST. BUILDING ENVELOPE
J DYCL DOUBLE YELLOW CENTER LINE D EXIST. DRAIN PIPE
L-1 LANDSCAPING PLAN 5/25/06 –
ELEV/EL ELEVATION EXIST. BUILDING
CD-1 CONSTRUCTION DETAILS 1 5/25/06 EXIST EXISTING - - -15-- - EXIST. MAJOR CONTOUR
– ✓ J SA VONA (UNIMPROVED) STREET FND FOUNDATION -----18----- EXIST. MINOR CONTOUR
Q. i FS FIRE SERVICE
CD-2 CONSTRUCTION DETAILS II 5/25/06 – � ` r S EXIST. SEWER PIPE
i `� / GRAN GRANITE { o EXIST. SIGN
CD-3 CONSTRUCTION DETAILS 111 5/25/06 – r v _ ___ --_ - --=-_- -- WATER MIAIN
�a�nz.R,i=--.. _..._�,m,.�::�::,;:: INVERT W EXIST
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` CD-4 CONSTRUCTION DETAILS IV 5/25/06 – ~�` _`� Q f`. - LF UNEAR FEET / EXIST. EDGE OF PAVEMENT
I i PROP. BUILDING
r OC ON CENTER RMERLY 6 PROP. CONTOUR;
DS— PROP. DOMESTIC; WATER SERVICE
OCS/ VGC RECAST CONCRETE CURB CONTROL RE PROP. LANDSCAPED AREA
_ _ f' D— PROP. DRAIN PIPE
Tax Ma 3 Lot 62
p PROP PROPOSED
r N1 / Area=37,423f S.F. I PVC POLYVINYL CHLORIDE `fl PROP. LIGHT
Pu/eo Realty Trust r__�, R ) I R RADIUS PROP. MOD. BLOCK RET. WALL
Tax Map 3 Lot 63 ;,i t i RET RETAINING PROP. PRECAST' CONCRETE CURB
`:,2'rpu MU :,` •`�%ir/r
RT RIGHT PROP. SAW CUT
roa
r BAW � e I I S SLOPE Ste-- PROP. SEWER SERVICE
SL STOP UNE cc= PROP. SIGN
SMH SEWER MANHOLE PROP. NOW STORAGE AREA
PROPOSED I I STA STATION •••
7,200 S.F. I 263 7 < PROP. SPOT SHOT
' , I SWLL SINGLE WHITE LANE LINE PROP. STAB. CONST. ENTRANCE
COMMERCIAL I I T TANGENT
� BUILDING I � '�� PROP• TELEPHONE ELECTRIC
TEC TELEPHONE. ELECTRIC & CABLE & CABLE SERVICE
PULEO'S DAIRY '
I TOC TOP OF CURB - PROP. TEST PIT'
I TOF TOP OF FOUNDATION
TOW TOP OF WALL � � PROP. TREE
I I PROP. VERTICAL GRANITE CURB
Ivp
Puleo Realty Trust
Tax Ma 3 Lot 64
----- ----a
APPLICANT ' I Anlma/ Rescue L:eayue
CHARLES P U LEO j t II ' Tax Map 7 oit 40
376 HIGHLAND AVENUE --------------------
H/GHLAND (1946 S7ATE HIGHWAYL4�YOUT.No. .3488-3) AVENUE
'PLANNING 7
SALEM, MASSACHUSETTS 01 '970 A`1 B O
PLAN APPROVED
` -
ENGINEER SCALE 1 40' S rrE.: `'LAN
McKENZIE ENGINEERING GROUP, INC.
325 CENTRAL STREET
SAU GU S, MASSACHUSETTS 01906 !
ISSUED FOR SITE PLAN REVIEW MAY 2512006
McKENZIE
•. ENGINEERING
Of Mgss9��-
gBRADLEY C Gi114` GROUP, INC.
McKENZIE . ENGINEERING GROUP , INC . s NCIVIL
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90 Gr E� 325 CENTRAL STREET SAUGUS. MASSACHUSETTS 01906
PROFESSION L CIVIL ENGINEERING LAND PLANNING PROJECT MANAGMANAGEMENTPH0 ONGWATER41-2211 DRIVE SUITE 101 NORWELI. MASSACHUSETTS(781) 941-2662
ASSACHUISETTS-02061
PHONE: (781) 792-3900 FACSIMILE: (781) 792-0333
SHEET 1
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Puleo Realty Trust -
\ Tax Map 3 Lot 58 I NIF
NIF �
Puleo Realty Trust \, \ 1 �� Animal Rescue League
Tax Map 3 Lot 57 \ N N 1 1 \ of Boston
N ' EXIST. CHAIN LINK Tax Map 7 Lot 40
—.——
o FENCE TO BE 1 Io 1 1 ——
REMOVED � � � 1 \ \ X X\ \ `X
�11 X\ S '52 2"ERESIDENTIAL ZONING BOUNDARY
TRAILERS36'5V42"E \ S36'S2 42 E N 32
ESIDEN nA / / / 28.00' 1 5.11 \ a --- I BUST SS 2 (B-2) X - X202
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EXIST. BIT. a \ O a�s� \ ��9 �'� \ c) N
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---------- \- ^ ; TO BE REMOVED & ! y`- - -
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1 y Exist. Light (Typ.) N I
Tax Map 3 Lot 64
X \ 760\ I I 1
/ "PULEO'S DAIRY" � o
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NIF - Brick Frame .......... -
__ j--------- EXIST. CHAIN LINK I I I I ( c
l Puleo Realty Trust N \ FENCE TO BE MAINTAINED I 1 I i v I
/ DURING CONSTRUCTION
/ I i I l
_Tax Map 3 Lot 63 ^ � I �
X / I l i I W
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11jp \ y \ o X / I REMOVE AND RESET EXIST. I I I ( I 1
I EXIST. BIT. CONC. PAVEMENT TILITY Pte- I I
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PROP. 'SA aJ_T //// ,
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\ _ N / o o M d' \ 1 Driveway
�� 772 / / \\ / // �^ EXIST. BIT. CANC. PAVEMENT \ 1
Exist. CB N /� / ,�,� TO BE REMOVED \ 4
•f N if-0 N / �` ^N Exist. sign
Rim=174.4 `rr�. // 9 111 r X • 1
Inv.=170.7 / \ (conc base) „ 167.58 1 �I
h / ,// 1 1 E�Yist. Bit. Berm Exist. Conc. Curb N35'5012"W o Exist. �KOOd Ret Wall
X
———— ` —174— Exist. Bit. Berm // /!` `—176—— — Eolet. tility to c�< a \\ ^ / \
— //
0#0 X —xist. Vert. Gran. Curb - \ ( -'\ X TO,BE REMOVEDST. LIGHT m X
D
Exist. 12" RCP Drain Pipe Exist. 12" RCP -----� --fir -- — Exist. Hydran� ^
/� Drain Pipe a Exist. Elec. Manhole
Exist. Sewer Main Ix Rim=177.95 R=2049.00' L=35.20'
n S / S S S S I PROP. SAWCUT Approx. Location
Exist. DMH M ( IN EXIST. PAVEMENT co exist. gote valve T=17.60' A-0'59'03"
�xist. SMH
Rim= 0 I O n
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27+00 Inv.(in)=170 a ' c•I
—_��, 28+00 W nv.= W W W W W— W ��J W ~ W W W W W
Bot.=168.8 29+00
30+00 Exist. SMH 31+00
• MASSACHUSETTS HIGHWAY BASELINE � 32+00
+17.12 +54.67
+95.88
H / G H L A /V D A VENUE REMOVE & Rt LIMIT S EXIST
CURSING TOI LIMITS SHOWN R 0 U T E 1 0 7
(REFER TO SHEET C-1 FOR
ADDITIONAL DETAIL)
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PLAN
SCALE 1" = 20'
PROJECT NO.: 25-130 DATE: MAY' 25, 2006
SITE SCALE: 1"=20' DWG FILE NAME: 25-i 3OMdi7L dwg
DRAWN BY SCOTT P. CAMERON CHECKED 8Y BRADLEY C MCKENZIE, P.E.
GENERAL NOTES REVlslo DATE DESCRIPTION BY APPR PREPARED BY:
OWNER OF RECORD: CHARLES PULEO, 376 HIGHLANDi AVENUE, SALEM, MASSACHUSETTS 01970
APPLICANT:
McKENZIE
DEED REFERANCE. BOOK 52051 PAGE 238 C1L4RLES PUZ 0
PLAN REFERANCES: MASSACHUSETTS STATE HIGHWAY LAYOUT 34$8-3 FROM PLAN ENTITLED 376 HIGHLAND AVENUE INN ENG/NEER/NG �
"SALEMN1946NSHEET 3 OF 8" SALEM, MASSACHUSETTS 01970 LAND SURVEYORS GROUP INC.
TAX MAP REFERANCE: TAX MAP NO. 3 LOT 62 w�u►v� •
✓ �tNOFMgS
�,►��P PROJECT:
GRAPHIC SCALE PROFESSIONAL CIVIL ENGINEERING LAND PLANNING PROJECT MANAGEMENT
� BRADLEY C �
v MCIVILIE N PROPOSED COMMERCIAL DEVELOPMENT 325 CENTRAL STREET SAUGUS, MASSACHUSETTS 01906
PHONE: (781) 941-2211 FACSIMILE: (781) 941-2662
20 ° 1° 20 ,0 eo ;.0 40 Tg174 � 376 HIGHLAND AVENUE 150 LONGWATER .DRIVE SUITE 101 NORWELL, .MASSACHUSETTS 02061
°�F �.` PHONE: (781) 792-3900 FACSIMILE: (781) 792-0333
(TAX MAP 3 LOT 62)
( � � ) ,- IN DRAWING TITLE:
DWG. NO.
1 inch = 20 it
SALEM, MASSACHUSETTS EXISTING CONDITIONS PLAN E-1
y / PROP. 28' WIDE S36N5242'E
/ ACCESS EASEMENT N/F
AREA-892 S.F. 1 3. Puleo Realty Trust
/ J / N/F 14 , Tax Map 3 Lot 58 N/F
PROP. 20'x35' I10 Animal Rescue League
/ Puleo RealtyTrust �.� „ of Boston ZONING DISTRICT. BUSINESS 2 (®)
Tax M p 3 Lot 57 Q■�o� TURN-AROUND Q w?
"� Tax Map 7 Lot 40
REQUIRED PROPOSED
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IMINIMUM LOT AREA (SF): 12.000 SF 37,423fSF
/ P / _ RESIDENTIAL ZONING BOUNDARY MINIMUM LOT FRONTAGE (FT): 100 FT 202.78 FT
40' W/DE — UN/MPRO ED) S T R E E T � w S36'52'4V`E S3652 42 E FRONT YARD SETBACK (FT): 30 FT 65.0 FT
S A V O N A S36'S2 42 E 135.11 BUSINESS 2 (B-2) SIDE YARD SETBACK (F?): 10 FT 30.8 FT
28.00' ,Q REAR YARD SETBACK (FT): 30 FT 57.5 FT
_ 39.36' "'• ;"'• MAXIMUM HEIGHT (FT): 30 FT <30 FT
Gl RESIDENTIAL •, ;,, •.
e�oy V ?� BUSINESS 2 (B-2) S36'52'4YE 164.83' �1h �s, ;;,,,.;;
� ' •''.a• MAXIMUM LOT COVERAGE(: 25% 19.2
J0 R1-1 VGC PROP. SNOW STORAGE AREA MAXIMUM HEIGHT OF FENCES
10 FT <10 FT
' } BOUNDARY WALLS
PROP. HANDICAP PROP. CURB
-j O PROP. 24'-WIDE BIT. 2+00 ACCESS RAMP TRANSITION ;-•' ;;; F-f-
/ H CONC. ROADWAY 1+00 a•`":; : �s
/ 0+00 C1� -1-- PROP. GAS STU ;;;;.• ;;• ;,
••,}a•`•,•a ,,
PROP 5' WIDE BIT. };•'.... ... LEDGE �
/ VGC CONC. SIDEWALK �5 `
=15' R' ••/''�' ;
...... ..........................................................."......................................................... .....
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PROP. PURR,
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R SGC SGC ''• '=
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PROP. Sir STORAGE ,�;;;y• ;;S'.i�' 42'•fe• •; ;
• IN EXIST.ARREMENT `y• •;::'a;:;1 gyp;;. '' -�12' 12' v v ;:',; :*•
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PROP. SIDEWALK / �•':; ••`;:=•• : fo►; C> BUILDING ENVELOPE (TYP.)
` EASEMENT F+; ',;: ;;•;v w o W MAP 3 LOT 62 R=3'
S�••;; .. cn � O � N
AREA=76 S.F. 6,t 6 �i�o PROP. HANDICAP ARF4=37,423_* S.F. I
01.,x\ ' ACCESS RAMP - (0.86f AC.)
-oma� R�
113-2 24' 2,C 'i
SPACES (TYP-) "2T' PROP. R8-3 /
/ / v VGCECHANICAL� A��'
NO PARKING
1 ( )
A BARRIER
PROP. H YBALE B
c�
.
E UIPMENT
40
Q
P -
-4 R 6
MP
�:� SILTATION FENCE TVP.
ON DU S GATE
st'� W
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( PR20P.
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aa 3nl�a 3nl�a ..®: .�®�.
ESICAPE
PROP. 10 WIDE LANE PROP. BOLLARDS PROP. CEM. CONC.
/ ACCESS EASEMENT 4 .�r ••�. PROP. BOLLARDS DECORATIVE FENCE ' DUMPSTER PADS WITH R5-1 30' 30'
AND LANDSCAPING 1 a
AREA=1,010 S.F. � WHITE VINYL FENCED
o N PROP. 6' WIDE BRUSH / ENCLOSURE
N25'39'01 /o 0 CONC. SIDEWALK PROP. MULCH PLANTER BED
10.00' o > AT BUILDING (TYP.) I
PROPOSED 1-STORY ! 3 ' R6-1L 36' 12' Ka;WZAY
N/F I o o
Puleo Reolty Trust COMMERCIAL BUILDING 20' �� !
Tax Map 3 Lot 64 I. G.F A.=7,200 S.F.
F.F.=181.50 > >
"PULEO'S DAIRY" PROP. 5' WIDE BRUSHED PROP. HANDICAP ' R8-3 24' 30' NO
Exist. 1 Story - - - CONC. SIDEWALK PARKING SIGN (TVP.) ' J PARKING
N/F Brick Frame ROP. HANDICAP
F/ 120' O.D. ACCESS RAMP
Puleo Realty Trust 15 9.5' 9.5' 9.5'
f
Tax Map 3 Lot 63 PROP. MOD. BLOCK SEE MANUAL ON UNIFORM
RETAINING WALL (TYP.) TRAFFIC CONTROL DEVICES AND
h 4 MASSACHUSETTS HIGHWAY DEPARTMENT STANDARDS FOR THE LATEST SIGN
VGC g' I I t SPECIFICATIONS. TEXT, DIMENSIONS AND COLOR AND NOMENCLATURE.
I Exist. em. Conc. Ram .� (�') I
f{_�
UP- p ' I , ILI
NIF���ryh a I
— ti
_ Exist. Landscaping � Q`� � PROP. 2' WIDE R=1.5' (11) SPACES S• �'9r Animal oRescue Leogue
■ 0 M ISLAND Tax Map.7-Lot 40
Exist. Bit. Berm / a PROP. BIT. CONC. N
PROP. 10' WIDE �/♦' '^f 'N — c —
/ UTILITY EASEMENT / /� '� - -PARKING AREA (TVP.) - ' ►► V
Exist. Bit. Conc. AREA-815 S.F. / /�� / EMPLOYEE PARKING "sq m N R6 1L f �p�j�DFMgSSq�`
/ (3) SPACES u
Parking Area � ♦ ♦�'I- q� 4 � (11) SPACES � I o�
� � Q- � R� BRADLEY C �
PROP. SA T .�Ab`.A i.0'.00,
♦♦' N�1� � R�� .p � h 3' Exist. Bit. Conc. z M KENZIE � ►
/ IN EXIST. PAVEMENT NCIVIL
61I9j♦,/� c ��s, o J Driveway No. 36917
9 ♦ R5-1
■ /// VGC 12' 12' > VGC PROP. FREE FS
123.32' ♦ r�� 55.52' �! - _ STANDING SIGN
.0000 goo L)
S35 50'12-E / Exist. Bit. Berm R1-1 N35'5012 W 202.78
.2 .94 w S35 5012E PROP. PARKING LOT SL
__._,____ / Exist. Bit. Berm /♦'/ 55012E ( — LIGHTING (TYP.)
Exist. Vert. Gron. Curb vO,G / VC U.
7/ C
R=2049.00' L=35.20'
3 PROP. SAWCUT T=17.60' b-0'59'03'
m ' IN EXIST. PAVEMENT co
N ' PROP. 6" REVEAL VER. N REVISID DATE DESCRIPTION
28+00 J GRANITE CURB IN 2 BY APPR
29+00 � RIGHT-OF-WAY (TYP.) � APPLICANT:
�' 30+00 31+00 32+00
MASSACHUSETTS HIGHWAY BASELINE +17.12 C�S�ARLES PULEO
+s5ss "� 376 HIGHLAND AVENUE
H / G H L A /V D A �I/ E /V U E /� ' /
v v > SALEM, MASSACHUSETTS 01970
GENERAL LEGEND Sc —ABBREVIATIONS. PROJECT:
_ PROPOSED COMMERCIAL DEVELOPMENT
BIT BITUMINOUS TYP TYPICAL 376 HIGH.1"D AVENUE
BOW BOTTOM OF WALL VGC VERTICAL GRANITE CURB
JPARKING CALCULATIONS _
BSMT BASEMENT WS DOMESTIC WATER SERVICE TAX MAP 3' LOT 6�2
. t� �: � CB CATCH BASIN — = EXIST. BITUMINOUS BERM
CON CONCRETE EXIST. VERTICAL GRANITE CURB IN
COMPONENT: REQUIRED PROPOSED
CL CENTER UNE — — EXIST. CONCRETE CURB ,SAj,E'M, MASSACHUSETTS
�'+tf DMH DRAIN MANHOLE EXIST. BUILDING ENVELOPE
PLAN DYCL DOUBLE YELLOW CENTIER LINE D- - EXIST. DRAIN PIPE
1 Space for every 150 square feet r-� A �x ELEV/EL ELEVATION i/////////� EXIST. BUILDING
BANK RETAIL of gross floor area - �ol b EXIST EXISTING - -15- - EXIST. MAJOR CONTOUR
GFA=2,800 S.F. (2.800 s.f.) x (1 space/150 s.f.)= 19 SPACES a SCALE 1 = 20 FND FOUNDATION ___18___ EXIST. MINOR CONTOUR PROJECT NO.: 25-130 DA?f'E. MAY 25, 2006
19 SPACES
FS FIRE SERVICE S EXIST. SEWER PIPE
PROFESSIONAL OFFICE One (1) space for each professional GRAN GRANITE o EXIST SIGN SCALE: AS NOTED DWO FILE NAME: 25-13OMdi7Ldwg
INV INVERT W EXIST. WATER MAIN
PROFESSIONALS = 7 person + 1 space for each two (2) 26 SPACES L LENGTH EXIST. EDGE OF PAVEMENT DRAWN BY: SCOTT P. CAMERON CHECKED BY.• BRADLEY C. McKENZIE, P.E.
EMPLOYEES = 14 other employees LF LINEAR FEET / PROP. BUILDING
7 + (14/2) - 14 Spaces N/F NOW OR FORMERLY 6 PROP. CONTOUR
OC ON CENTER 5-- PROP. DOMESTIC WATER SERVICE PREPARED BY
HANDICAP: (Per ADA Standards P q OCS OUTLET CONTROL STFRUCTURE
spaces required for total 2 SPACES OD OUTSIDE DIMENSION a— PROP. DRAIN PIPE RMCKENZIE
for Accessible Design) parking between 26&50 (Included within VGC PRECAST CONCRETE ICURB PROP. LANDSCAPED AREA
spaces zoning req t) PROP PROPOSED •-o PROP. LIGHT
PVC POLYVINYL CHLORIDE PROP. MOD. BLOCK RET. WALL ENGINEERING
R RADIUS PROP. PRECAST CONCRETE CURB
TOTAL: 33 SPACES 44 SPACES RET
RR TAI ING ---a_� PROP. SAW CUT GROUP, INC.
Ste— PROP. SEWER SERVICE
S SLOPE ® PROP. SIGN
1 Tree for every 3 Parking Spaces SL STOP LINE . . . . . . . . . PROP. SNOW STORAGE AREA
PARKING AREA TREES: ('44 Spaces) x (15 TREES/3 Spaces)- 15 TREES SMH SEWER MANHOLE 263, PROP. SPOT SHOT PROFESSIONAL CIVIL ENGINEERING LAND PLANNING PROJECT MANAGEMENT
GRAPHIC SCALE STA STATION PROP. STAB. CONST, ENTRANCE 325 CENTRAL STREET SAUGUS, MASSACHUSETTS 01906
SWLL SINGLE WHITE LANE UNE PROP. TELEPHONE ELECTRIC
PHONE: 781 941-2211 FACSIMILE: 781 941-2662
so o 10 so 40 1 T TANGENT do CABLE SERVICE 150 LONGWATER DRIVE SUITE 101 NORWELL, .MASSACHUSETTS 02061
TEC TELEPHONE, ELECTRIC do CABLE PROP. TEST PIT
TOC TOP OF CURB PHONE:- (781) 792-3900 FACSIMILE: (781) 792-0333
TOF TOP OF FOUNDATION O PROP. TREE
( � FST ) TOW TOP OF WALL
PROP. VERTICAL GRANITE CURB DRAWING TITLE: DWG. NO.
i Inch = zo rt. SITE LAYOUT PLAN
C-1 '
!
1 r T
N \
P OP. 17 IF 12" \ N/F
P .ADS PIPE (S=0.02) \ I Puleo Realty Trust I - -
/ N/F \ Tax Map 3 Lot 58 I I Ani NSF PROPOSED DRAINAGE STRUCTURES & PIPING SCHEDULE
`\ \ mal Rescue League
PROP. 15 LF 1 ' Puleo Realty Trust \ \ ( I \ \ of Boston
PE.ADS PIPE (5 0.03) Tax op 3 Lot 57 \ _- - --
I
Tax Ma 7 Lot 40 FROM TO SIZE. LENGTH SLOPE RIM (START) INVERT (START) INVERT (END)
V \\ p
//_` / G / / / ,✓ / , I � 8 V-1 I \ CB-1 DMH-1 12" 3T 0.01 177.7 174.10 173.73
\ \ \ ZONING BOUNDARY' UN/MPROI/ED) _S T R E E T I \ FtESIDENII'°'1' w .A (40 "� CB-2 DMH-1 12 18 0.005 177.0 173.82 173.73
I I eusl ss 2 (e-2) -
'�P,� 1 ESIDENTIA I \ \ \ \ 1 \ \ -� \ CB-3 DMH-2 12 6 0.01 178.71 175.11 175.05
oy \G USINESS 2 (B- / ' I \ \ \ \ '
/ �Li 34.42 6 �� Gate \ \ \ \\ -_ -t\ \ \ -- ��- \�� \\ CB-4 DMH-4 12. 68. 0.01 179.15 175.55 174.87
77- B •-� 2 85.94 3+00 \ \\ \ \ \ \Z9'9�\ \ DMH-4 DMH-2 12 46 0.01 179.52 174.77 174.31
� � / 2+00
0. DMH-1 PS-1 12" 73' 0.01 178.2 173.63 172.90
- S \ \ \`_ -_ -PROP. 4:1 LEDGE r, o
/ / 1 P GAS STUB \� \ \ - `-- 82-0
CUT TYP. 1 N DMH-2 PS-1 12' 6' 0.06 179.1 173.26 172.90
8400- _ - , ,�� TP 1 1+ 0
/~ / \ \ \ \- _- _ BTM. LEDGE CUT 200.0 I
/ 40.67 1� -� \LEDGE - - - -- --- _ _ _ TOP-LEDGE CUT`= ` I PS-1 DB-1 12" 3' 0.02 179.7 172.65 172.59
q�7P-2 VA �A \ OCS DMH-3 12" 56' 0.008 180.1 172.64 172.19
--
w w
.::::
DMH-3 E-DMH 12 1
.......... .............................. ......... .........
..................................... .............
.................................... ............
V Zi G
1 8 001 1782 17209 17091
G Willi, CB-5 PS-2 12" 17' 0.02 167.75 162.93 162.59
110 PROP. FUTURE GAS II '��� I ' PS-2 DB-2 12" 15' 0.03 167.75 162.34 161.89
CONNECTION H.P. p•EY.-160.70 4� 2
/ PROP. 1.500 GAL. -- - V U4P 3 LOT 62
..,�/ / 7 7 PARTICLE SEPARATOR ��.M M M M .::`� 2.5°l0 - - _ I I I I 1
.-._�� 7 W/ CATCH BASIN FRAME ARFA=JZA 3f S.F. I 0)
_ 8, (0.88-* AC.) i
PROP. 10' WIDE "7 I I N rn
/ 7 & GRATE (PS-2) PROP. GAS MAIN c� EASEMENT g PROP. GAS SERVICE
(SIZE AND TYPE TO BE DESIGNED �` (SIZE AND TYPE TO BE DESIGNED I N,
S� / AND SPECIFIED BY GAS COMPANY) \ \ AND SPECIFIED BY GAS COMPANY)
GENERAL UTILITY NOTES ,
- �- 6' - \
16 PROP. SUBSURFACE INFILTRATION Exist. SMH �. X53* Q� \ \ /! 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
RETENTION FACILITY (DB-2) Rim= \ PROP. SEWER x �/1
/ � , 180.6 ---� \ I '.� '�•f. ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS IS
(33 CULTEC 330 HEAVY 1 \� CLEANOUT \ BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE,
DUTY STORAGE UNITS) 8o g�' do SBO ` \ I f _ MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED UPON
/ BOT. CULTEC= 160.89 1 ' '` 9 9 PROP. R8 3 N
D
1
NO PARKING AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES AN
� STRUCTURES SHALL BE VERIFIED c� DIN
THE FIELD B
Y THE CONTRACTOR TR CTOR P I
R OR
/ \ TO THE
I
ON LIMPS R G TE
x 0
s
I
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D A
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T OF CONSTRUCTION.-•� TION. E
TH CONTRACTOR ON TOR MUST CONTACT
THE
APPROPRIATE
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� \ ••�� :� Exist. Propane IIUTY COMPANY, ANY GOVERNING PERMITTING AUTHORITY, AND DIGSAFE AT LEAST
Gas Line 5 ® 120' O.D. A I I I 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF
/ \ 'b I PROP. CEM. CONC. U71UTIES AND THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES
_ PROPOSED 1-STORY I I I I DUMPSTER PADS WITH INTERFERING WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL
\� COMMERCIAL BUILDING I I I I I WHITE VINYL FENCED ACTION TAKEN BEFORE PROCEEDING WITH THE WORK. IT SHALL BE THE
o I ENCLOSURE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH
/ G.F.A.=7,200 S.F. ( I rn I f CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLAN.
ROP. 60 PVC SEWER 2. THE CONTRACTOR SHALL BE RESPONSIBLE
f \ MINS ( .) \ I I f LE FOR ESTABLISHING AND MAINTAINING ALL
I o CONTROL POINTS AND BENCHMARKS NECESSARY FOR THE WORK.
C05 1
N/F \\ / I. to \ I I f 3. THE CONTRACTOR SHALL EXCAVATE THE TEST PITS PRIOR TO COMMENCING WORK TO
Puleo Realty Trust PROP. UNDERGROUND ELECTRIC. \o I I u TOW=190.5 VERIFY THE ELEVATIONS AND LOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR
Y Exist. Light (Typ.) I \\ TELEPHONE & CABLE SERVICE (TYP.) `D I
Tax Map 3 Lot 64 ' I• I I �� BOW-182.0 f SHALL PROVIDE THE OWNER AND ENGINEER WITH THE RESULTS PRIOR TO
I COMMENCING ANY WORK.
\\ PROP. ROOF \ I I
PULEO S DAIRY I. LLgpp� I c f 4. ALL WATER SERVICES SHALL BE INSTALLED WITH 5' OF COVER EXCEPT AS NOTED OR
f \ Exist. 1 Story �B-4 I �' f DETAILED OTHERWISE.
c
NIF \ Brick Frame 1 I I I v f 5. DOMESTIC WATER SERVICES 2 INCHES AND SMALLER SHALL BE TYPE K COPPER
m� Puleo Realty Trust \ 120' O.D. I f TUBING AND SHALL BE INSTALLED WITH APPROPRIATELY SIZED CORPORATION STOP
1 I I f WITH APPROVED SADDLE, CURB STOP, GATE AND BOX.
Tax Map 3 Lot 63 \ �' I I � /
AQ
6. ALL WATER MAIN APPURTENANCES. MATERIALS, METHODS OF INSTALLATION SHALL
x 7 I f MEET OR EXCEED ALL LOCAL MUNICIPAL REQUIREMENTS.
09 809 '. ( I I 7. A MINIMUM OF 10 FEET CLEAR HORIZONTALLY SHALL BE MAINTAINED BETWEEN
\ Exist. Conc. Ramp 59.42 LU I ( PROP. MOD. BLOCK SANITARY SEWER SERVICES AND WATER SERVICES. WHENEVER CONDITIONS PREVENT
\ u ti f RETAINING WALL (TYP.) A LATERAL SEPARATION OF 10 FEET TO A WATER SERVICE THE ELEVATION OF THE
PROP. SUBSURFACE �8Q lye �\so�2 I N F
I �7>6\ : : �:�::;` yJ � DETENTION FACILITY (DB-1) CROWN OF THE SEWER SHALL BE AT LEAST 18 INCHES BELOW THE INVERT OF THE
/ WATER SERVICE.
\ -- DMH-3 PROP' S U= 12" x� OCS cho (45 CULTEC 330 HEAVY I I ' " Animal Rescue League
I Exist. Landsca in D h - a' PROP. 3 LF 12 I PROP. 68 LF 12 8. ALL GRAVITY SEWER PIPE SHALL BE POLYVINYL CHILORIDE (PVC) SDR-35 UNLESS
S=0.008 Tax Map 7 Lot 40
_ Exit�it� / it 8 P.E. ADS PIPE P.E. ADS PIPE OTHERWISE NOTED.
\ ` �r p 9 ' / P. AD PIPE S-8 DBT CULTEC-171.09 o I I of Boston
f� /`� - PROP. 18 U" 2 y BOT. STONE- 170.59 I S=0.01 9. WHERE SANITARY SEWERS CROSS WATER MAINS TIHE SEWER SHALL BE LAID AT SUCH
PROP. 10' WIDE / / / ` AN ELEVATION THAT THE CROWN OF THE SEWER 15 AT LEAST 18 INCHES BELOW THE
UTILITY EASEMENT // // P.E. ADS PIP _�_-- �
Exist. Bit Cis,, / / � PROP. 1,500 GAL
\ PROP. 118 U= 12" / / p / PROIP• 37 L Y / PARTICLE SEPERATOR I INVERT OF THE WATER MAIN. IF THE ELEVATION OF THE SEWER CANNOT BE VARIED
Parking Area / PROP. 73 LF 12 P.E. ADS PIPE
/ / / P.E. ADS PIP (PS-1) I TO MEET THIS REQUIREMENT , THE WATER MAIN SHALL BE RELOCATED TO PROVIDE
P.E. ADS PIPE ,e / S=0.01 f THIS SEPARATION OR CONSTRUCTED WITH MECHANIICAL-JOINT PIPE FOR A DISTANCE
S=0.01 // DMH 1 w 1 Exist. Bit. Conc.
- --- - / p PROP. 6 LF 12 L„ f OF 10 FEET ON EACH SIDE OF THE SEWER. ONE FULL LENGTH OF WATER MAIN
/// 7 ri0�1 o P.E. ADS PIPE I\ I f OF SHALL BE CENTERED OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM
\. �// // ' p �' c S=0.06 POP. 46 LF 12" P.E. ADS PIPE THE SEWER AS POSSIBLE. WHENEVER IT 1S IMPOSSIBLE TO OBTAIN VERTICAL
/ '� f SEPARATION AS STIPULATED ABOVE, BOTH THE WATER MAIN AND THE SEWER MAIN
/ Exist. CB // //// PROP. DOUBLE CATCH - N In ,�1°' DMH-2 \ -3 0'01 DMH-4� TOW-184.0 SHALL BE ENCASED IN CONCRETE FOR A MINIMUM DISTANCE OF 10 FEET FROM THE
/
Rim=174.4 . /j//�' BASIN GRATE ___ BOW=182.0 CROSSING POINT OF THE OTHER PIPE AS MEASURED NORMALLY FROM ALL POINTS
Inv.=170.7 / / \ ALONG THE PIPE.
/ --
- Exist. Food Ret. 11
/ F�cist. Bit. Berm PROP. 6 U= 12
1 / '� �--� � � Exist. Utility \
------_.--_- `-174- � Exist. Bit. Berm // / ( -176--- -mole (Ty p) P.E. ADS PIPE E E
� ( - S=0.01 /
- /�j // xist. Vert. Gran. Curb Exist. Hydrant
Exist. i2" RCP Drain PipDe p Exist. 12" RCP PROP. TEST -_--_ __----_-_- �-
Drain Pie Y Exist. Elec. Manhole
S S- ,�/ S Exist. Sewer Main S PIT S S ' ; _ Rim=177.95 Approx. Location
Exist. DMH--' iq exist. gate valve
Exist. SMH Rim= H / G L A N D A VE N U E m � R O (UTE D 7
inv.(in)=170 7 F- ' = N
28+00 w W w w w w w- =_y== w w w w w w REYISIO DATE DESCRIPTION BY APPR
nv.= - s APPLICANT.
•" Bot. 168.8 29+00 APPLICANT.-
39j:00 = Exis . SMH ' 31+00
)SACHUSETTS HIGHWAY BASELINE y 32+00
+17.12 -- CHARLES PULEO
+95.88 -
CONNECT TO EXIS . \--PROP. FIRE SERVICE W/ TAPPING SLEEVE 376 HIGHLAND AVENUE
PROP. STABILIZED & VALVE (TYP.) (SIZE TO BE DETERMINED
6" SEWER STUB SALEM, MASSACHUSETTS 01970
CONSTRUCTION ENTRANCE BY FIRE PROTECTION ENGINEER)
PROP. 2" TYPE K GENERAL LEGEND & ABBREVIATIONS
COPPER WATER PROJECT.•
PLAN SERVICE (TYP.) PROPOSED COMMERCIAL DEVELOPMENT
PROP. TEST
SCALE 1 = 20 PIT BIT BITUMINOUS TYP TYPICAL 376 H� OHLAND AVENUE
BOW BOTTOM OF WALL VGC VERTICAL GRANITE CURB ,v e�
BSMT BASEMENT WS DOMESTIC WATER SERVICE CTJ?3A M" 3 LOT
CB CATCH BASIN - - EXIST. BITUMINOUS BERM
CON CONCRETE _ - EXIST. VERTICAL GRANITE CURBIN
]�� jSSACHUSF�.'TTS 01970
��k�,� ��,{ � CL CENTER UNE - EXIST. CONCRETE CURB
p LA DMH DRAIN MANHOLE EXIST. BUILDING ENVELOPE
EDYCLLEV DOUBLE YELLOW CENTER LINE - -p EXIST. DRAIN PIPE
l.� ELI=V/EL ELEVATION i/////////� EXIST. BUILDINGAPPROV I
EXIST EXISTING 15 EXIST. MAJOR CONTOUR
FND FOUNDATION -- -18- -- EXIST. MINOR CONTOUR PROJECT NO.: 25-130 DATE: A�RPIL 5, 2006
FS FIRE SERVICE S EXIST. SEWER PIPE
GRAN GRANITE 1 o EXIST. SIGN SCALE: AS NOTED DWG FILE NAME: 25-130Mai7Ldw9
INV INVERT w EXIST. WATER MAIN
L LIENGTHNEAR 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
OCS OUTLET CONTROL STRUCTURIE
VGC PRECAST CONCRETE CURB D- PROP. DRAIN PIPE MCKENZ/E
DRAINAGE NOTES: PVC PROPOSED POLYVINYL CHLORIDE PROP.
LIGHT CAPED AREA
R RADIUS
PROP. MOD. BLOCK RET. WALL ENGINEERING
1.ALL CATCH BASINS SHALL HAVE 4 FOOT SUMPS. RET RETAININGRPROP. PRECAST IGHT --��� PROP. SAW CUT CONCRETE CURB GROUP, INC.
2.ALL STORM DRAINAGE: PIPES SHALL BE "ADS" (N-12) CORRUGATED S SLOPE � PROP. SEWER SERVICE
POLYETHYLENE (SMOO)TH INTERIOR) PIPE. ��► SL STOP UNE i ® PROP. SIGN
GRAPHIC SCALE
�1 ��NOFMISs� SMH SEWER MANHOLE • • • • • • • PROP. SNOW STORAGE AREA
3.ALL DRAINAGE PIPES SHALL BE INSTALLED AT A MINIMUM PITCH OF 1% zo 0 10 20 40 ao ��P qc`� STA STATION 2637+ PROP. SPOT SHOT PROFESSIONAL CIVIL ENGINEERING LAND PLANNING PROJECT MANAGEMENT
UNLESS OTHERWISE NIOTED. °+ BRADLEY C �s�`i r SWLL SINGLE WHITE LANE LINE PROP. STAB. CONST. ENTRANCE 325 CENTRAL STREET SAUGUS, MASSACHUSETTS 01906
z MCKENZIE T TANGENT TEC PROP. TELEPHONE ELECTRIC
NCIVIL36917 < < TEC TELEPHONE, ELECTRIC & CAIBLE & CABLE SERVICE PHONE: (781) 941-2211 FACSIMILE: (781) 941-2662
( IN FEET ) a TOC TOP OF CURBS-# PROP. TEST PIT 150 LONGWATER DRIVE SUITE 101 NORWELL, MASSACHUSETTS 02061
1 inch 20 it
lb a��T TOF TOP OF FOUNDATION O PHONE: (781) 792-3900 FACSIMILE: (781) 792-0333
Fss� TOW TOP OF WALL PROP. TREE DRAWING TITLE: DWG. N0.
PROP. VERTICAL GRANITE CURB
GRADING & UTILITY PLAN C-2
I
i
i
f
/
'l
f
/
PROP. 17 LF 12" \ 1 N/F
PE.ADS PIPE (S=0.02) \ ( Puleo Realty Trust —
/ N/F \ \ Tax Map 3 Lot 58 I I IN,\ N/F
/ / / / \ �� Animal Rescue League
/ / // PROP. 15 LF 1 Puleo Realty Trust \ \ � I c9 \ 9
PE.ADS PIPE (SI-0.03) Tax Map 3 Lot 57 of Boston
\\\ 1 ' 1\ \\ ———— —— —\\\ \ Tax Map 7 Lot 40
/ 1
RESIDENTIAL ZONING BOUNDARY
BUST SS 2 (B-2)
USIN SS 2A B- �� I A, A (40' W/DE -\ Ul�'`MPIPOI/ED) T,\R E E T
N,� 34 42
- Gate
10+00— ' 6�0 � / rTP 1 � •-�• I 85.94 0 \ \
r, o1 LEDGE1+ ---1- PROP. 4:
1ti � P
CUT TVP. � \ o
/ \ \ - - - _ - \- _- _ _ BTM. LEDGE CUT-182.0 I
���140.67TP-2 \LEDGE - - - _ -_ _-_-TOP-LEDGE CUT 200.0 I
•c
e
A-5-54
7 7 PROP. 1.500 GAL \ H.P. E[£V.-feQ70 4j r/A ` _— - of/F•
2 5% — cfl CO of Bos
7 PARTICLE SEPARATOR T \ II 182— Animal Rescue League
N. c� /IN. 7 W/ CATCH BASIN FRAME u I
X7B/ l i l l / Tax Mop 7 Lot 40
/ 01
5/-
11-. _� \7� _ � do GRATE (PS-2) c� ` g BUILDING ENVELOPE TVP.) f/ �_ � x�
I
/ �� / / /
-MD7RCIFlED BY GAS COMPANY
_ 166 RRETOEPN. SON SURFAdE FACILITY I DBL 2 ATION /F TAX MAP 3 LOT 62
/ (33 CLLTEC 330 HEAVY Rey TI t rust P- AREA=37,423aE S.F.
/ Gl DUTY STORAGE UNITS) Puleo SCALE 1" = 20' (0.86-* AC.)
BOT. L,EC= ,60.89 Tax Map Lot 63
/ J
/ P PLANNING PVI STA 2+16.94 B f�,rs°�;i,y� R V �
°.� PVI EMV - 17E-66
A.D. - -7.00 APPROVED
190 K s 7.14
1s� /
N/F j 50.00' VC .. TE P LAN
� �\\ / I
Puleo Realty Trust L3 N
Tax Map 3 Lot 64
0
PVI STA 1+00.60
� n � a °'�ai
P A� _
A.D. 7.00 OF MqS iC
0 17.00 ~ w Syc t,
y� C; m S (.� ._— � BRADLEY
5•a� 119. 0' VC + f M cIV"LIE `
No. 36917 40
-,->o % FC
>> 180 A
c�i a
STING + a
� -- �pUND
j a a
� M
j , 1
I ,,, o n u
\ i z / a W EC'4
DATE DESCRIPTION BY APPR
N s ( I APPLICANT.
`\ Z o ( vN�POE ti CHARLES PULEO
\ •• I UL
170 a V) I I 376 HIGXLAND AVENUE
\ 3 3 > >/
PROP. 15 LF 12' 1 SALEM, MASSACHUSETTS 01970
---•---------.------ MATCH EXIST. d d /a a P.E. ADS PIPE
------------- - PAVEMENT ��a I S=0.03
I PROJECT:
PROPOSED C0MK3RCIAL DEVELOPMENT
-- : .: ::: �::: :.:::: I ' 376 HIGHLAND AVENUE
27+00 , F + (TAX MAP 3 LOT 62�
MASSACHUSETTS HIGHWAY BASELINE :• ''' .:.. j I IN
' SAL- MASSACHUSETTS 01970
� I
160 i
J I
j I PROJECT NO.: 25-130 DATE. JMY 25, 2006
I I
PROP. 1,50 GAL PARTICLE ( SCALE: AS NOTED DWG FILE NAME: 25-130Mdimdwg
SEPARATOR (PS-2)
PROP. SUBSURFAC RIM-167.75 j I DRAWN BY SCOTT P. CAMERON CHECKED BY. BRADLEY C. McKENZIE, P.E.
(33 CULTEC 330 H AVY INV.(OUT)-12.34 I i PREPARED BY:
DUTY STORAGE UNITS) � ( � I MCKENZI E
TOP STONE-164.77 i f
BTM. cuLTEC=160.89 { ! ENGINEERING
BTM. STONE-160.39
I ! GROUP INC.
DAnW =17
150.00
� o � ' �� p .00 al I\ M0
a0 . oo Q; o 04 cV d
00 PROFESSIONAL CIVIL ENGINEERING • LAND PLANNING • PROJECT MANAGEMENTri ca r Q; °° °°' ♦A r- �, 00 325 CENTRAL STREET SAUGUS, MASSACHUSETTS 019
06c°
r r r r PHONE: (781) 941-2211 FACSIMILE: (781) 941-2662
150 LONGWATER DRIVE SUITE 101 NORWELL, MASSACHUSETTS 02061
1 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.
i
/ I Puleo Realty Trust
/ NfF ;Tax Map 3 Lot 58 N/F
Puleo Realty Trust I ( Animal Rescue League
Tax Map 3 Lot 57 of Boston TREE CALCULATION �
/ / ( Tax Map 7 Lot 40
REOENTIAL ZONING BOUNDARY
i _•rE S38'52'4YE 1 Tres for every 3 Parking Spaces S36'S242" s36"5242"E 1 .11 BUSINESS 2 (0-2) PARKING AREA TREES: ( g spaces) x 0 Tree/3 Spam)- 15 TREES
a� ./ RESIDENTIAL _ 39.36' 28.00' 1�E
BUSINESS 2 (B-2) S36452'42"E 164.83'
Gate •
/ 2 •
7P—A fi
(unn�pRol2�c -.�, S T R E E T
SAVONA d�
_�_
/
P
�r. ireP
Pear G)
�
PLANT LIST
.. .�.
°
QJ 40 Wintercreeper i O� � BOTANICAL NAME VARIETY COMMON NAME SIZE UANTITY
l ° Tree List
Heritage River Birch 12 14'clump 6
� ••� � Stellla D'Oro Daylily ° � � Betula nigra`Heritage tag - p
Cornus`Rutdan' Celestial Hybrid Dogwood 6-7' 2
O O O / Gleditsia triacanthos inermis Skyline Honeylocust 2-1.
2%" 2
c, 5 Wintercreep6r 0 0 O -} Malus`Prairifire' Prairifire Crabapple 2—2%s" 3
\ Heritage River Birch. BUILDING ENVELOPE (TYP.) _ C— O / Pyres calleryana`Redspire' Redspire Gallery Pear 1%-2" 4
w Ground Cover List
Bf ' mm&Autumn Joy Sedum
ec '
mixed Lanc�striense Genn' Euoitymus fortunei Harlequin Wintercreeper 1 gal 855
/ 6 ' — 'O Skyline Honcylocust
Perennial List
/ ¢ \ cp yI Geranium sanguineum var.striatum Lancastri Hardy Geranium 1 gal 25
P
L li hybrid
Stella
D'Om
-J lily 1I
20
I-
1
1
i Goxa. Pad'a'Typ)
Exist Propane I n � f121H1 �Bw• "::. :... ...;. ... • O ' . Autumn Joy Sedum 1 gal 30
}� Sedum x Herbstfreude
Gas Line 3Arda 3N214 3ma 0 120' O.D. :.&: O
O
--.�� O ' ' Notes
C.5 O ' • . The plant size is a recommendation tha ill change depending on availability.
O I I • The quantity of plants can be increased in number if an immediate impact is desired.
�-.
c PROPOSED 1-STORY o°I • All bare landscape areas shall be mulch d with a 3 inch thick layer of bark mulch.
N/F 'I ) COMMERCIAL BUILDING o O I I All plants indicated can be obtained fro King's Tree Farm,Rte 133,West Boxford,if desired. I
Puleo Realty Trustto G.F.A.=7,200 S.F. � O O O u Prairifire Crabapple I
/ I F.F.s181.50 O c
Tax Map 3 ,Lot 64
"PULEO'S DAIRY" I O
Exist. 1 Story '
INIF Brick Frame
P'u160Realty Trust ' 120' O.D. O^ `
�Tok .Map 3 Lot.63
I
O
t"y
G
t:i
y
•. l
I
APS-" ROVE
tExist. Corn. Conc. 0
UP Ramp O Redspire Pear A,,
R ��,1�t!n�rnrnp�tff/.
+` ,� �J' * N�F SITE,:
wispire Pear J WA
/ Animal Rescue League
Exist. Landscaping 5 Wintercnsa^�r -----� Celestial Dogwood / l of Boston o?'
1-01
/ 5 Winteraeaper ' Tax Mop 7 Lot 40
• c c 4 .'. +i
Exist. Bit. Conc: '
Parking.Area 0000,
/ 100 Wintercroeper 700 Wintercroeper O
/ O t Exist. Bit. Conc. ����/U/Ipltiliii►:►il►►1'''i
/ / • ' ' Driveway
• LEONARD PHILI:IP , LANDSCAPE ARCHITECT
/ ■ , 5 M NEON DRIVE
PEAK DY,MA 01960
PHONE: (978) 53 -0373 FAX: (978)535-3899
Exist. Bit• Berm Exist. Wood Ret. Wall
_________` Exist.; bit. Berm ` len h lli cos.com
R Ps@ly
�
Heritage River Birch
H / GHL A ND A VE /V U � to R O U T
� N E 1 O 7 )
28+00 g REYISIO -,DATE ::_1D SCRIPTION BY APPR
29+00APPLICANT:
MASSACHUSETTS HIGHWAY BASELINE 30+00 31+00
17.12 32+00
+ +79.11 +54.67 C S PULEO
378 :XI HLr4ND AVENUE
SALVJ1, SACHU,S'ETTS 01 970
i
•
PLAN. ,
- -� PROJECT:
SCALE 1" 20'
PROPOSED COD* ERC= DEVELOPMENT
378 HIG LANia AVENUE
(TAX 3 LOT 82)
IN
SALEMI SS4CRUSE7TS
PROJECT NO.: 25-130 DAM: NA it Z6, 2006
SCALE: AS NOTED DiPG FILE NAME: 25-f30Matn.dW9
DRAA'N BY SCOTT P. CAMERON CHECKED BY: BRADLEY C. MoUNZ1E, P.E.
PREPARED BY: 77
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
m o +o m 40 so ! PHONE: (781 792-3900 FACSIMILE: (781) 792-0333
DRAWING TITLE: DWO. NO..
l
(
IN >Er )
>th 20 LANDSC�P PLAN L_
- --
PROP 1-Y' BIT CONC NOTES:
SURFACE COURSE
PROP 1-Y' BIT CONC 1. DIMENSIONS SUBJECT TO CHANGE IN THE FIELD IF 170STING CONDITIONS WILL MAKE THE ,g s
RAMP IMPRACTICAL, UNSAFE OR ILLEGAL
BINDER COURSE
SAWCUT SAWCUT 2. BROOM FINISH SURFACE AT RIGHT ANGLES TO DIRECTION OF TRAVEL. 3'-6'
TVP. �v�
a' AINTED
VMITE
-rill
.
!c � SYMBOL
'
NWIDE
DRPE1 '3 PROW.(TYP) lb WHITE
CONTROLLED DENSITY FILL- e
E(CAVATABLE c
Ay-
MOM
'ALONG FRONT AND REAR PROPERTY.LINES ONLY.
D GRAVEL BORROW TYPE cPARKING STALL DEPTH TO BE 17'-0.- (ASSU
PCICF op-
CDC
F TVP. OVERHANG TO ACHIEVE CITY OF SALEM ZONING 2•
,;N �vT RAMP 1/2-
REQUIREMENT 7-3.2� MINIMUM STALL DEPTH_19',
RNs�aN PAINTED TRAFFIC ARROWS DETAIL PAINTED HANDICAP SYMBOL DETAIL
1/2' uP J 'MA SCALE: N.T.S. SCALE: N.T.S. TYP I CAL STRIPING D ETAI L
BOTTOM OF TRENCH
SCALE. N.T.S.
PERSPECTNE
D + 3'
CEMENT CONCRETE SIDEWALK RAMP
SCALE: N.T.S.
TRENCH DETAIL IN EXISTING
' BIT. CONC. PAVEMENT 4 LB/FT -u' TREATMENTVARIES
SCALE: N.T.S. (GALVANIZED) VERTICAL
CROSS COUNTR M PAVED AREAS (GALVANIZED)
CURB TYPE VA-4
1 1/4'
6' LOAM AND SEED OR °o 8 fAft
TACK COAT
PR07ECTION SLOPEAPPROVED ___- RESURFACING AS REWIRED M C ` (MIN.) BIT. CONCRETE PAVEMENT
SIGN RI-1 -_-__
__ --- TUMINOUS PAVEMENT is O TOP COURSE (1-1/2' MIN.)
•+ • M S 3 1/2' SLOPE VARIES
•ti• .••'�.�. •' 6' STEEL PIPE _ .-. TACK do SAND PROPOSED JOINT
'•'" '•'
GRAVEL BASE COURSE q FILLED WITH CONC. POST SECTION PARKING
`° EMST�
6%0
• ,�• PAINTED 'CAUTION YELLOW N.T.S.
••.• ; .•.. • .• �' OR OTHER COLOR PERMITTED SIDEWALK �O° \ \
®N1 \ \ \ \ \ \ \ \ \ \
BY PERMITTING �� Is \\ O° ° 4 \
OR FIN. l— ./\ w
AVEMENT SURFACE GRADE \\ °°O o
(SI
N SHEETING IF USED ti�\\ °o° O
' `I SHALL BE LEFT M NUT AND /
LOCK WASHER j ° ~ . SAWCUT E>4STING
PLACE BELOW SUITABLE BACKFILL v `
ao %\\ ''a BIT. PAVEMENT ANO
THIS ELEVATION V MATERIAL `- CONCRETE /16' MACHINE SSI®LE \\ °
i .//\ o p TACK COAT EDGE
SCREW OR BOLT / 8
b T1�- \\
— r l \/// O . O
,., \ \ Q
a
:/\ ° o °O o CEMENT CONCRETE
r)crxf.�. SQUARE _ CRETE FOOTING \
f (3000 PSI-TYPE
MOUNTING RTL EETION`D \ p 0°
oSTEEL SIGN POST o ° o
N.T.S. N. .S N.T. p °
o °PACTO) FILL o ° p o
AD BLANKET ROUND OOm ° °° 80
SQUARE �
-60
COMPACTED
MIN.
rMIN. VARIES JYPICAL BOLLARD DETAIL
GRAVEL BASE
WMAX.
SCALE: N.T.S. SIGN POST W ACCES<.sTBLITY
SCREENED GRAVEL SYMBOL do 'VAN ACCXSSIBLE' EDGE OF WALK (AGAINST 6' 6' 12
BACKFILL MATERIAL SIGN MOUNTED BEL01W. (VAN LANDSCAPE OR BUILDING TYP.)
TOP OF CURBLS
ACCSI SIGN MIT
SHEETING AS REQ'D. WMIN.
8' (MIN.)
EETI
. STRIPED AISLE) -RAMP UP RAMP UP'.
REQUIRED • . ROCK DEPTH VARIES :1'20 MAX.
d;29 MAX.
ROADWAY (4' MIN.) " OF WALK COMPACTED
IN EARTH M ROCK ACCESSIBLE _ CURB SUBGRADE
o Q
WA�� �TO BE FLUSH`SH
USH VERTICAL GRANITE CURB (VGC)
O L
MATH PARKING
LL LOT SURFACE SET IN EXISTING PAVEMENT
TY CAL TRENCH DETAIL I z
LANDSCAPED SURFACE SCALE: N.T.S. l-sao.C. ATT45* SCALE: N.1r.S.
FRONTOF RAMP
TYPICAL SIGN DETAIL, VYELL W RQ TIVE w
SCALE: N.T.S. GENERAL NOTES PAVEMENT MAX. �--- TANDAL
SLOPE 2% IN TANDARD
1. IF SHEETING IS USED. IT SHALL BE CUT OFF NO MORE THAN 12' ABOVE TOP OF PIPE. ALL DIRECTIONS CBSSIBILITY
AINTED ON
2. ALL PIPES SHALL BE PRESSURE TESTED AT 200 PSI WORKING PRESSURE FOR A MINIMUM BOL
9 9 T 9 AVEMW
DURATION OF TWO HOUR. W YELLOW
OR PER LOCAL PER A.D.A. OR PER LOCAL (n CTIVE) ,
3. WATER SYSTEM IS TO BE DISINFECTED TO 50 P.P.M. AVAILABLE CHLORINE AND AFTER 24 HOURS CODE IF LARGER CODE IF LARGER
TO 25 P.P.M. OR AS REQUIRED BY SALEM WATER SUPERINTENDENT/l:NGINEER.
4, WATER PIPE IS TO BE CEMENT LINED DUCTILE IRON 'MON' OR EQUAL TYPE JOINT, ACCESSIBLE PARKING STALLS D ETAI L
CONFORMING TO A.N.S.I./A.W.W.A. C150/A21.50. CLASS 52, AS APPROVED BY THE SALEM WATER
SUPERINTENDENT/ENGINEER. SCALE: N.T.S.
5. ALL PIPING SHALL BE INSTALLED AND TESTED M ACCORDANCE WITH A.W.W.A. STANDARDS PRIOR
TO PAVING 1F PAVING ABOVE TRENCH IS REQUIRED. — — — — —
1-1/2' BITUMINOUS CONCRETE SURFACE TYPE 1-1 6. BACKFILL IS TO BE COMPACTED TO 90% MAXIMUM DRY DENSITY BY AASHTO T-180 D. 7. ALL REVISIO DATE DESCRIPTION BY JAPPR
WATER PIPE SHALL BE LAID WITH A MINIMUM OF 5 FEET OF COVER OF APPROVED MATERIALS.
Y BITUMINOUS CONCRETE BINDER TYPE 1-1
'7. ALL HYDRANT LOCATIONS ARE TO BE APPROVED BY FIRE DEPARTMENT. APPLICANT:
127 PROCESSED GRAVEL. BASE ;8. RESULTS FROM PRESSURE TESTING AND DISINFECTION SHALL BE FURNISHED TO THE WATER CHARLES PCSQ
DEPARTMENT FOR APPROVAL PRIOR TO WATER BONG TURNED ON.
9. ALL WORK SHALL BE M CONFORMANCE WITH SALEM WATER DEPARTMENT STANDARDS. 376 HIGHLAIIITD AVENUE j
I EMBEDDED RUBBER CRACK SALEM, MASSACHUSETTS 01970
10. ALL PERMITS REQUIRED FOR STREET OPENINGS AND WATER MAIN TAPPING MUST BE OBTAINED. SEALER. (DO NOT EXTEND
SUBGRADE
11. NO WATER WILL BE TURNED ON M THE PROJECT WITHOUT WATER DEPARTMENT APPROVAL ABOVE DRIVEWAY SURFACE)
BITUMINOUS CONCRETE PAVEMENT DETAIL 12. ALL TEES, GATE VALVES, HYDRANTS AND FITTINGS SHALL BE MECHANICAL JOINTS WITH ROADWAY PROJECT.
SCALE: N.T.S. MEGA-WGS. SURFACE
• 13. THE CONTRACTOR SHALL NOTIFY THE SALEM WATER DEPARTMENT 48 HOURS PRIOR TO BASING PROPOSED COMMERCIAL DEVELOPMENT
TRENCH FOR FINAL INSPECTION.
376 HIGHLAND AVENUE 1
° (TAX MAP S LOT 62)
18 GA.. LOOP WIRES ..
M SAWCUT C I11T
SALEM, MASSACHUSETTS
3 3
ci 40' RIGHT-OF-WAY d r (MIN.)
it 51 PROJECT NO.: 25-130 DATE. MAY 25, 2006
TRAVEL LANE TRAVEL LANE GIENERAL NOTES:
SHRUB SCALE: N.T.S. DWG FILE NAME: 25-13ODeta Us.dwg
1. IIF LONGER LOOP PATTERNS (OTHER THAN SPECIFIED)
3 8' PER FT SLOPE— Q_RI; �TICAL _3 g' PER
� �A�, ba ARE NEEDED. CONTACT MANUFACTURER/SUPPLIER
o v 2. SEE LOOP SIZE AND PLACEMENT FOR THE PROPER
T LOAM —zs SLOPE zx sLOPE— �: �, DRAWN BY. SCOTT P. CAMERON CHECKED BY BRADLEY C. McKENZIE, P.E.
9 cv�e NUMBER OF TURNS.
ec SEED 6� LOAM app a 3. IF NO CONDUIT IS PROVIDED. SAW CUT LEAD-IN
SpEEFDpRM o "vim SHO CONTIE OF R NNUUE THRU CONC. CURB
UNFIT.� PREPARED BY
1"x3" STRAPPING o . o - o � � FINISHED 4. MRFR CORNERS OF SAW CUT TO PREVENT SHARP TURNS CKENZ/E
i 8' GRAVEL WHICH COULD CUT THE WIRE INSULATION.
GAS 12 MIN. COMPACTEDNDOMPACTED RUN GRAVEL - ADE PAVEMENT 3M SOUND PRODUCT ENGINEERING
BASE LAID AND COMPACTED IN TWO 3' BITUMINOUS CONCRETE 5. FOR TECHNICAL ASSISTANCE AND PARTS CONTACT:
» 6 LAYERS TO 95%COMPACTION {7 SURFACE COURSE)
9 DRAIN
BITUMINOUS CONCRETE 14 (2' BIT. CONC. BINDER COURSE) BARK MU (800) 328-0033
(1 1/2' SURFCOURSE) 4' LCH OR
(2 1/Y BIT. CONSURFACE
BINDER COURSE) OR LOAM AND HM ELECTRONICS. INC. GROUP, INC.ACE
(800) 909-6604
SEED (SEE PLAN) OFM48Sq�t�
NOTES: TYPICAL PARKING LOT ISLAND GRADING TREATMENT SAWCUT DETAIL �'e ti� PROFESSIONAL CIVIL ENGINEERING LAND PLANNING PROJECT MANAGEMENT
BRADLEY C �' `
1. ALL MATERIALS SHALL CONFORM WITH MASS DPW AND CITY of SALEM SCALE: N.T.S. SCALE: N.T.S. McKENZIE 325 CENTRAL STREET SAUGUS, MASSACHUSETTS 01906
SPECIFICATIONS. ALL CONSTRUCTION WORK SHALL BE PERFORMED M ACCORDANCE PHONE: (781) 941-2211 FACSIMILE: (781) 941-2662
WITH MASS. DPW AND CITY OF SALEM SPECIFICATIONS. No.CIVIL36917 N .,
2. THE ENTIRE RIGHT OF WAY SHALL BE CLEARED OF ALL STUMPS, ROOTS NOT TO SCALE .o���cGl � ° . 150 LONGWATER DRIVE SUITE 101 NORWELL, MASSACHUSETTS 02061
BRUSH, BOULDERS. AND ORGANIC MATERIAL AND REPLACED WITH SUITABLE �F N PHONE: (781) 792-3900 FACSIMILE: (781) 792-0333
MATERIAL ALL LEDGE SHALL BE REMOVED OR BROKEN OFF TO A DEPTH
OF NOT LESS THAN 18' BELOW SUBGRADL:. W DRAWING TITLE: DWG. NO.
CONSTRUCTION DETAILS I CD-1
-
EXIST. WATER MAN ( FINISHED
GROUND
-71 SURFACE
77 1
ADJUSTABLE (�
VALVE BOX 4
• WHERE THE SIZE OF THE CONNECTION EXCEEDS THAT GIVEN IN THE O 8 6
L PROP. 4:1 LEDGE
TABLE A BOSS SHALL BE PROVIDED OR THE TAP SHALL BE MADE BY �,
I t 10'-8' CUT (SEE PLAN)
�/���
UTI CORP. STOPS AND BRANCH FITTINGS, TAPPED TEE.
17]d1.iais
MEANS OF M PlE
WHERE NO PAVED SID ALK EXIST CURB STOPS & VALVE BOXES TO BE INSTALLED IN STREET t "
OR TAPPED SADDLE. q
MECHANICAL JOINT
TAPPING SLEEVE ,a
PROPOSED WATER MAN GATE VALVE •- • p.': •a.':.-
DISTRIBUTION
8'-O- 3/4- WASHED STONE
VALVE lO 1' BEHIND WALL
MECHANICAL JOINT /PUSH-ON •: :a': a.-••
JOINT TAPPING VALVE
FIXTURE BOX .. .' .
a
PLACE MASONRY BLOCK FRAME VALVE BOX OR VALVE INDICATOR e ' e ';. ''.a. •:
UNDER ACCESS PIPE ON COMPACTEDPOST AS REQUIRED a a a CONCRETE AGAINST 5•_4- b
FILL DO NOT REST ON VALWE e c e . a UNDISTURBED MATERIAL
LIGHT UNIT
PROPOSED WATER MAN 4'-0'
MOUNTING POLE
i MATER GATE DETAIL
1 2•-6- -.
MAXIMUM SIZE SCALE: N.T.S.
TAPPED CONNECTION • y'
1'-4-
WATER MAN MAXIMUM TAP NOTE: ALL 24• POLES TO BE MOUNTED 0 1 CONCRETE PEDESTALS a
DIAMETER DIAMETER 2' ABOVE GRADE FOR A TOTAL MOUINTINC HEIGHT OF 26'• •• . 9 ,a.
EXIST. WATER MAIN a
LIGHTING FIXTJRE DETAIL ;.7•=.„�..,�t�}''5;,1.•X•... • ay w':.: �
6 3/4- SCALE: T.S. ''bc'•:'""� �; ;•'.�;,:".�•K;k 4- PVC DRAIN
TYPICAL TAPPING SLEEVE AND VALVE ` `; �S:t
"''•t ~ PIPE
g- 3/4
SCALE: N.T.S.
MINIMUM 6. THICK
GRANULAR LEVELING PAD
WALL NOTES-
1. MAX. HEIGHT OF NON—REINFORCED WALL IN SILTY
S CLAY (SOIL FRICTION ANGLE - 20 IS 10'-B-. TALLER
WALLS ARE TO BUILT WITH GED-GRID OR SETBACK EFFECT.
THIS PORTION OF HOUSE , ' I CONCRETE 3000 PSI MIN. AFTER 28 DAYS.
�r SEWER BY OTHERS 3. FACE TEXTURE IS NORTH SHORE GRANITE
5 4, TURNING RADIUS IS 15 FEET.
TRENCH WIDTH AND DEPTH TO BE IN ACCORDANCE $ OBSERVATION TEE. . . BUILDING - SETBACPER ROW ON A STRGHT WALL
WITH THE TELEPHONE COMPANY AND THE ELECTRIC F AND PLUG 1'_O- �• DRAIN 5. 1BATTER &61 CURVED WALLS 1-27- PER ROW.
ANGLF OF
COMPANY REQUIREMENTS AS APPLICABLE 6. CORNER BLOCK CUT FOR USE ON LEFT AND RIGHT SIDE
To
3-O' o
2'-0- FROM SIDEWALK WYE L CLEAN
CURBING OUT
CURBING FINISHED GROUND SURFACE -- S H EA CONCRETE MODULAR WALL DETAIL
GRADE PVC ASEMENT SCALE: N.T.S.
ADAPTER WITH FLEXIBLE .' FLOOR
JOINT • .
STANDARD VALVE BOX STREET SEWER HOUSE SEWER: ` ►•
de COVER IN SIDEWALK
MINIMUM SLOPE 1/8- PER FOOT
o BURIM CONDUIT SEWER SERVICE �poFM''•,
Q� 6 TYPE K COPPER CURB STOP P> MARf�R j +5�� Z ► �,,1 �c p �c�PVj ASS9c
' SERVICE SCALE: N.T.S. '°"r-► �l 4.° .-
G
�� BRADLEY C /Prn`
t D a CIVIL
PROPOSED CONDUITS FOR TELEPHONE. No. 36917
TO
BUILDING SERVICE
°• Q V ` CABLE AND ELECTRICAL SERVICE p p
q F
Oc T
SITE PLAN
CORP. STOP .
PROVIDE 2'- MIN. G• C �• '��
Q '
WATER MAIN Q •• ' • I .'. • D
° 4
COPPER SERVICE -CONNECTION
SCALE: N.T.S. s- MIN. 6- MIN.
TYPICAL ELECTRIC/T•ELEPHONEICABLE CONDUIT (US—UTILITY SERVICE)
SCALE: N.T.S.
DA DESCRIPTION BY IPPR
APPLICANT:
CHARLES PULEO
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
ddTREES OVER 1- CAL WITH THE NURSERY
DRIP UNE • p o BURLAP OR ASPHALIC KRINKLE PROJECT. J
OF PLANT oo � § v���' KRAFT TREE WRAP
o� G7�"Qp 2- MIN. DEPRESSION
PROPOSED COMMERCIAL DEVELOPMENT
SIEVE X PASSING APPROVED EQUAL S7fi HIGHLAND AVENUE
EDGE OF LAWN p O. Q aha CINCH TIE HOSE OR
• FINISHED GRADE (TAX MAP 3 LOT 62)
o • a Q
09 •• t 1 1/4 INICH 100
• ilih III%I/Vfil 1jJl*AllI I:NV�Al No.4 85-100 DOUBLE STRAND OF E CINCH TIE HOSE
GALVINIZED WIRE TWISTED $ E EQ APPROVED
No.40 60-85 No.1001 38-60 12-14 GAUGE � EQUAL IN
• 4- BARK MULCH (DO NOT No.2001 28-40 e 0 3 GUYS OF 12-14 GAUGE t171i■•■••ffi j ,MASSACHUSETTS
• PLACE ABOVE FINISHED TURNBUCKLE TWISTED WARE. 120'APART
LAWN GRADE)
s
BURLAP I V IV�/►v I�I i II PREPARED SEEDED LAWN 2 1 WITH
DIA. 10' CEDAR STAKE TURNBUCKLE
. REMOVE Bu FROM TDP MATH NOTCHED °'PER TEE PROJECT NO.: 25-130 DATE. MAY 25, 2006
1'-0- MIN. ,• HALF OF ROOTBALL IF , ,• • , •• OR SOD s 3- MULCH LAYER
SYNTHETIC MATERIAL. "
REMOVE COMPLETELY. SCALE: N.T.S.
3- MULCH LAYER DWG FILE NAME: 25-130Details.dwg
. .` ; �• 24- -2- x 2- (MIN.) STAKE DRIVEN
f. ',: •• ARED SCREENED TOPSOIL FLUSH WITH FINISHED GRADE
s- MIN. APPROVED SOIL MIX CONSISTING OF .. (NO STONES LARGER FOLD BACK BURLAP FROM DRAWN BY SCOTT P. CAMERON CHECKED BY: BRADLEY C. MCKENZIE, P.E.
75% TOPSOIL (NO STONES LARGER THAN io •' THAN 1 1/4-) TDP 1/3 of BALL _ _ Xx"e.:. —
1 1/4') AND 25%PEAT MOSS. 40 LB. ` I IPREPARED BY:
2 x ROOTBALL BAG MANURE AND FERTILIZER AS I I I _ EXISTING SUBGRADE
EXISTING SUBGRADE
3'x3' MINIMUM) REQUIRED. ; , •• I MCKENZ/E
• •' SCARIFY EXISTING SOIL AND
MIX WITH PLANTING SOIL AT I- PLANTING SOIL MIX ENG/VEERING
SEE LANDSCAPE PLAN FOR TREE SPECIES AND LOCATIONS = _ _ _ _ _ = A 1 TO 1 RATIO AND = _ _ —I �I
REPA D SUBGRADE COMPACT I I _ SCARIFY EXISTING SOIL AND
III-IT-II =1111 1111= IIII II IIII 1T II=I I-ll MIX WITH PLANTING SOIL AT
PLANTING SOIL MIX �� II 11 II- A 1 To 1 RATIO AND COMPACT GROUP, INC.
TYPICAL SHRUB PLANTING
SCALE: N.T.S. PROFESSIONAL CIVIL ENGINEERING LAND PLANNING • PROJECT MANAGEMENT
SEEDED OR SODDED LAWN DETAIL 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
DECIDUOUS AND EVERGREEN 150 LONGWATER DRIVE SUITE 101 NORWELL, MASSACHUSETTS 02061
PHONE: (781) 792-3900 FACSIMILE: (781) 792-0333
TREE PLANTING DETAIL DRAWING TITLE: DWG. NO.
SCALE: N.T.S.
CONSTRUCTION DETAILS H CD-2
-- --. .I
CAST IRON FRAME AND COVER (LEBARON LK 110-A) FRAME TO BE SET
IN MORTAR. MANHOLE COVER SHALL HAVE A DIAMOND PATTERN,
ADJUST AS REQUIRED TO FINISHED WITH TWO PICKHOLES IN THE WORD 'DRAIN' CAST IN 3' U=TTERS
DETENTION BASIN DESIGN INFO BRICK COURSES (MAX)
DB-1 DB-2 FINISH GRADE o.y;:• -- ee
LENGTH OF STONE ENVELOPE 59.42' SEE PLAN SEE NOTE 4 ROMP:
M/�y �ent
14' (MIN.) r :•s' ° o
WIDTH OF STONE ENVELOPE 25.65' SEE PLAN 24' 1 : ~' ' /tec �►► °�°
3 1/2' FINISHED GRADETSIDE OF PIPE
DEPTH OF STONE ENVELOPE •~ 'o�t F �1b/
4.50' 4.38' � t °•ti;...K °° �Igl;;.l:g;,. a•
I'ea:;;p; eo°aos3 obyo
Mp
INVERT OF STONE ENVELOPE 170.59 160.39 •�" ° NORM A.
. SEE NOTE 3 _ DRAIN NOTES:
LENGTH OF CULTEC RECHARGERS 6.25' 6.25' INVERT l;` •: .�
;�� I � 1. POLYETHYLENE DRAIN PIPE SHALL BE ADS (N12) UNLESS OTHERWISE
DU
WIDTH OF CULTEC RECHARGERS 47.8' 47.8' FRAME TO BE v ° ll I� 1110''''
INVERT OF CULTEC RECHARGERS 171.09 160.89 PRECAST CONCRETE SECTIONS TO CONFORMqA SET IN FULL F _ - I _ -1. 2 BACKFILL SHALL BE COMPACTm TO 95X MAbMUM DRY DENSITY BY
C-478, CONCRETE OF 4000 P.S.I. IN 28 D24' (MIN) MORTAR BED HOOP 'DOGHOUSE' OPENING I [OAASHTO T-180D METHOD.
3. SHEETING, IF USED, SHALL BE CUT OFF NO MORE THAN 1Y ABOVE TOP
NUMBER OF RECHARGER UNITS USED 45 UNITS 33 UNITS SQ. IN. PER LINEAR FOOT CIRCUMFERENTIAOUTLET OF RECHARGER SYSTEM 12 OUT1FT NO OUTLET REJNFO = r +
48' DIA MIN. 4, UNSUITABLE SOIL BELOW THE INVERT SHALL BE REMOVED AND REPLACED
6 12' s?` WITH APPROVED MATERIAL AND SHALL NOT BE USED AS BACKFILL
TVP. w/
e. . . . . .,, de
4-
4'-0' (MIN.) tOvQ
> o o. o:. a �•'` .::pe..a::�.'•:...:�..�;-'ti'o�°
TYPICAL CROSS
232'
SECTION0 bale
1WE.W. NOTES4 BARS AT 18' 12' COMPACTED COMPACTED �F RECHARGER 330 X7;0•
• GRAVEL SUBGRADE
58' S8' S8' S8' ARIES 6 VARIES 1. ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING. STORMW,ATER MANAGEMENT 0164ebQr�
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.
NMORTAR FILL AROUND FIFE 2 GROUT ALL PIPE CONNECTIONS (NON-SHRINK GROUT). ADJUST AS REQUIRED TO FINISHED GRADE WITH TWO
FROM ROOF_ 12 A6S (N-1 ) FROM PARTICLE _ - . . - . . - - , . _ . . - . JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BRICK COURSES (MAX) FRAMES AND GRATES TO BE LEBARON LK120,
DRAIN (TVP.) SEPARATOR - - _ - _ - - _ - _ - _ - 3. CATCH BASINBUITYL RUBBER.
AND GRATE (4' DEPTH) SHALL BE SET 1N FULL ADJUST AS REQUIRED TO FINISHED GRADE IMTH TWO TYPE F WAFFLE GRAZE OR EQUAL
- - . . - . . - . . - . . - . . - . MORTAR BED. BRICK COURSES (MAX) CAST IRON FRAME AND COVER (LEBARON LX 110-A) FRAME TO BE SET
L, . . - . . - . . - . . - . . - . . -
IN MORTAR. MANHOLE COVER SHALL HAVE A DIAMOND PATTERN, FRAMES TO BE SET IN FULL CONCRETE COLLAR.
4. ADJUST TO FINISH GRADE WITH CLAY BRICK AND MORTAR AS REQUIRED. PICKHOLES & THE WORD "DRAIN' CAST IN 3' LETTERS
1 I I I
1
FINISHED GRADE
Ili g 330 RECHARGER UNIT (TYP.) 1Y GRAVEL
(5 ROWS O 9 UNITS LONG/-45 UNITS TOTAL) TO
s X DR DRY CATCH BASIN (SHALLOW COVER WITH HOOD) 31/2' FINISHED GRADE
N ELEV.-178.4
SCALE: N.T.S.
CONCRETE COLLAR
` SCA E: N.T.S.
24' (MIN.) FRAME TO BE SET IN
24' (MIN) FRAME TO BE
FULL MORTAR BED
I SET IN FULL
PRECAST CONCRETE SECTIONS TO CONFORM TO ASTM MORTAR BED
I�
FINISHED GRADE C-478, CONCRETE OF 4000 P.S.I. IN 28 DAYS 0.17 MORTAR FILL AROUND PIPE
CULTEC 410 FILTER FABRIC ASPHALT SQ. IN. PER LINEAR FOOT CIRCUMFERENTIAL STEEL
RECOMMENDED, NOT REQUIRED REINFORCEMENT
1 IN - 2' WASHED,
COMPACTED FILL PRECAST CONCRETE
CRUSHED STONE SECTIONS TO CONFORM VARIES
CULTEC 410 �
FILTER FABRIC TO ASTM 0-478, CONCRETE
CUL'FEC RECHARGER 330HD TOP. SIDES AND BOTTOM
HEAVY DUTY H-20 CHAMBER 12"
i OF 4000 P.S.I. IN 28 DAYS.
.. d •� =:Kl._•r•,�_Ff�,'C4� 'l '�.f.� :C1r�'•_/cfr'•;fN�' `�c .�Vii*��c<c�,��il�' ,�r,,!/�T'r-'�C✓ C ..c% s:' �'�l""�';�?� � � 0.17 SQ. IN. PER LINEAR
:,r�' .'Y•t::;s'S'•s.'Y•ti'Y.s :Y�•::Y�s:S'•• S'•w'Y•. Y••:: :Y-s'Y�s:S'�r: .'Y�+. `••:.'Y•Y:t'� T'e::Y'y,.
r .•.Y.*. ...., .'..�ti;.^. .x .t.. .'.. .}.:. Y•:•�Y-••;�Y,•.r..;•'*�.:,•s',.Y,•:•oY.*'•y-�•iY.s:4Y.
Z r:•f'4:7'4:T4:Y•.::Y:4:•Y•4•z 4:•Yh:Y'4:�f:t•:•Y:4: :'Y•:Ll�4:%Y�'•:i'�4+T•4:i�4:`?•'..•i'�4':`•Y�ti+ •Y�4:K•4•'t•Y•4:•YAC::�•:U.'„ •Y:4:•e•4:�'•4:Y4:Y•t•:Y•4:•Y:4:
FOOT CIRCUMFERENTIAL
/1
•'Y S••.:S'•Y :•}''Y•t,:•:`Y':, s Y•r'Y>:',�i-l.� !i��!•����!Y��!Y��!•:;:
v
Q �.• .•�
�•' �Y�.4',!.:..Y•.T.'.•.4T'•..:i.e?Y.•-ti':::�Y;:-4X::iY-4s.:'.'YY.•iT::s`•i C::`•Yy:•4•:.:�'.y•.4.:4:•.4•` C::�;• •iY•:4tt.+4!!•• .1•e'.•L:Y4.:'Y�Y:.:'T�•.:Y•.t..4.:\•Y,.•4.:4Y:.C. YY:-41::yY:>4.:+.•`%.�•4s.+\`�:�.•4::�tY,'•4•:.:4�`•:•.•4s:.
}:':.yYY,�•4.'.••,•"Y.,••41:•Y•..'rC•':.�•YY:•Tr•:.:-KY,h}:.�Y:',•r4:y•Yf,:•45;:•�i:•':•4l.
,•=.::
t
STEEL REINFORCEMENT; • .,"
LEBARON L202 HOOD
b.
4-O a
6 OR EQUAL
N D. C •
• D
ELEV.-175.69 ?
12' ADS (N-12) •�
{ D ' BUTYL JOINT 10 097 4'-0' (MIN.)(TYP.) SEALANT ELE/ -14
-q
'
1 6
1 m 5'
D �•� �v�
. • 4 , + w 12 GRAVEL .
1 COMPACTED TO 95X
ELEV.-173.94 a OF DRY DENSITY - - - .- . . - . . _ #4 RE-BARS
AT18' EW.
17 ..
SINT SEALANT
58' C-C
52' FROM DETENTION BASIM I I I-1 I I-1 11-1 11-1 I I i . . 11=1 11=1 I TYP. 6' STONE SEPARATION
BETWEEN ROWS 6' STONE BASE �
i
a � STANDARD CATCH BASIN DETAIL
DRAINAGE PIPE FEED MANIFIOLD FOR SCALE: N.T S. TYPICAL CROSS SECTION RECHARGER 33OHD s TO DMH-3 SCALE: N.T.S.
N b N i
14
SUBSURFACE INFILTRATIONSYSTEM CDB-1 � PAVED H-20 CULTEC CHAMBER SYSTEM -.•• p: :� � a
= � o
SCALE: N.T.S.
,(10.35 CF./ LJ PL
x
� 1Y MIN OF 3/4'-tdd/2'
SCALE: N.T.S. 1 ,
API
. N CRUSHED STONE
SECTION A-A
A
VIS10 DATE DESCRIPTION BY APPR
0!-6*M
APPLICANT
i12CHARLES PULEO
" ADS (N-12) Z A
TVP.
( ) ` . "� f' 100-YR FLOOD ELEv.a nss9 376 HIGHLAND AVENUE
330 RECHARGER UNI (TYP.) 240
0DIACLEANOS (3) ELEV�.=174.57 SALEM, MASSACHUSETTS 01970
18 UNITS TOTAL)(3 ROWS 0 6 UNITSONG -
S.. PROJECT.•
V4 OUTLET
''-s' ''-6' 173.94 ' o PROPOSED COMMERCIAL DEVELOPMENT
INMI- INK -INN 376 HIGHLAND AVENUE
r
(TAX MAP 3 LOT 62�
' $ IN
A SECTION A-A VIEW 10 4SALEM MASSACHUSETTS
I B ELEV.-17214 'c 0
?NMI. IMMI- PLAN EXTEND TO FINISHED GRADE W/PRECAST CONC. , p: ;b. •v :
EXTI=NSION RINGS, BRICK/MORTAR AND CAST IRON FRAME AND COVER a • '• o
(TOP BRICK/MORTAR LAYER MAX. DEPTH OF 12",
EXTENSION RINGS To BE MAN. BY SHEA CONC., ITEM TK-WT3OX36H, OR EQUIV.) A PROJECT NO.: 25-130 DATE: MAY 25, 2006
NMI- -INN-
,., ..• f ,.f,: + • , •,�.. SCALE: N.T.S. DWG FILE NAME: 25-13ODetaUs.dwg
FRONT VIEW
rt'
- DRAWN BY SCOTT P. CAMERON CHECKED BY BRADLEY C. McKENZIE, P.E.
'- DETENTION BASIN OUTLET PREPARED BY
330 RECHARGER UNIT (TYP.) p
CONTROL STRUCTURE(OCS)
(3 ROWS O 5 UNITS LONG ;- '"� OUTLET -� McKENZIE
15 UNITS TOTAL) = SCALE: N.T.S.
: SEE NOTE 4 �'
ENGINEERING
i
.111 Mill. INN INN ✓
Mi IMK]- .►✓ o � , GROUP, INC.
7[f
.FRI. .11111 .9141. F I
• � BRADLEY C �
�����/�����.� McKENZIE -
I- * 3-2* S-0' NOTES: � NCIVIL36917 PROFESSIONAL CIVIL ENGINEERING • LAND PLANNING • PROJECT MANAGEMENT
d
1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. �F 325 CENTRAL STREET SAUGUS, MASSACHUSETTS 01906
SECTIiON SIDE VIEW SECTION B-B VIEW 2. ALL REINFORCEMENT PER ASTM C1227-93. `: PHONE• (781) 941-2211 FACSIMILE: (781) 941-2662
3. DESIGNED FOR H-20 LOADING. s n� `' 150 LONGWATER DRIVE SUITE 101 NORWELL, MASSACHUSETTS 02061
4. TONGUE AND GROOVE JOINT SEALED WITH BUM RESIN.
DRAINAGE PIPE FEED MANIFIOLD FOR 5. SEE SHEET 6 OF 13 FOR INVERT AND PIPE DATA. PHONE: (781) 792-3900 FACSIMILE: (781) 792-0333
DRAWING TITLE: DWG. NO.
SUBSURFACE INFILTRATION SYSTEM (D_) -PRECAST 1500 GAL. SEDIMENT & OIL SEPARATOR
SCALE: N.T.S. SCALE: N.T.S. CONSTRUCTION DETAILS III CD-3
I
*NSTRUCTION SPECIFICATIONS: EROSION AND SEDIMENTATION CONTROL EMBANKS OPE o SLo� °� TOE
1. STONE FOR A STABILIZATION CONSTRUCTION ENTRANCE SHALL BE 1 TO 2 STRUCTURAL PRACTICES UTILIZED FOR THE PROJECT WILL INCLUDE SEDIMENT ROADWAY SLOPE OR
50' MINIMUM NCH STONE, RECLAIMED STONE. FENCE/HAYBALE BARRIER CONTROLS, STABILIZED CONSTRUCTION ENTRANCE. TEMPORARY STAKES(2)2 BJU 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. �' Bu1LE 6' f
FEET, EXCEPT FOR A SINGLE RESIDENTIAL LAT A 30 FOOT MINIMUM LENGTH I
EXISTING WOULD APPLY. STABILIZATION PRACTICES UTILIZED FOR THE PROJECT WILL INCLUDE TEMPORARY SEEDING,
PAVEMENT
3 THE THICKNESS OF THE STONE FOR THE STABILIZED ENTRANCE SHALL NOT BE GEO7EXTIl.ES (JUTE MESH). MULCHING, AND PERMANENT SEEDING.
LESS THAN 6 INCHES. --- FLAW
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
GE07EXY E 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 WINTER
IS GREATER. MONTHS. ANY DISTURBED AREAS WHICH ARE TO BE LEFT TEMPORARILY AND 'THAT WILL SECTION
PROFLE 5 GEOMMLE FILTER CLOTH SHALL BE'PLACED OVER THE ENTIRE AREA PRIOR BE REGRADED AT A LATER DATE SHALL BE MACHINE MAY MULCHED AND SEEDED WITH SECTIO
TO PLACING THE STONE WINTER RYE TO PREVENT EROSION.
50' MINIMUM 6 ALL SURFACE WATER THAT S FLOWING TO OR DEVERTED TOWARDS THE
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 MATH 5:1 SLOPES THAT CAN BE CROSSED BY SLOPE AND STEEPNESS OF
VEHICLES MAY BE SLJBST17UTED FOR THE PIPE 3
o RESULTING GRADES AT TOE OF SLOPE 30
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT EXIST. GROUND INTERSECTION. STAKED HAY BALES
1' TO 2' COARSE AGGREGATE (TVP.) 10. 7 TRACKING OR FLAMING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY SILT FENCE
REQUIRE PERIODIC TOPDRESSING WITH ADDITIONAL STONE AS CONDITIONS STAKED HAYBALES
DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP
SEDIMENT. SEDIMENT SPILLED, WASHED, OR TRACKED ONTO PUBLIC FINISH GRADE Eli go= AEM
RIGHTS-OF-WAY MUST BE REMOVED PROMPTLY. WATER
LEVEL
10
I
`" MIN. ( 3Q
" EXISTING LSTAKED HAY BALES Hk BALES �� I STAKED HAY BALES
{ PAVEMENT I iE
TOGETHER.
FLOW
1. VEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS V1 BOTTOM OF FILL SLOPE
10' T H WIRE TIES OR STAPLES
61
PLAN MEAT 2 LTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE 1 oil
TH TIES SPACED EVERY 24' AT TOP AND MID SECTION. tY OF 3/4'
DIA. WASHED I ���T�
EN TWO SECTIONS OF FILTER C_07H ADJOIN EACH OTHER, 'THEY STONE I NOTE:
ALL BE OVERLAPPED BY 6 INCHES AND FOLDED. TO BE USED AT BOTTOM OF FILL SLOPE
AINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL SECTION WHERE HEAVY FLOW MAY BE ANTICIPATED
STABILIZED CONSTRUCTION ENTRANCE DETAIL OVED WHEN 'BULGES' DEVELOP IN THE SILT FENCE sii iLLLV1] PLAN PLAN
I
SCALE: N.T.S. DEWATERING FILTER DETAIL
rL4IE: NOTE:
SCALE: N.T.S. TO BE USED N LOW FLOW LOCATIONS WHERE EXIST. 70 BE USED N LOW FLOW LOCATIONS WHERE EXIST. STAKED HAYBALES
POSTS OR IN
GROUNNARROW SLOPES DIITCHES.ARTHE HAD THE Y BALE INSTALLATION NOTE GROUND SLOPES IN TOWARD THE TOE OF THE EMANKMENT
SHALL BE INSPECTED BY THE DESIGN ENGINEER IF AN AREA TO BE USED WHERE EXIST. OR N MADE DITCHES. THE HAY BALE INSTALLATION SHALL
IN EXCESS OF } OF AN ACRE DRAINS INTO THE DITCH. GROUND SLOPES AWAY FROM BE INSPECTED BY THE DESIGN ENGINEER IF AN AREA IN SILT FENCE
THE TOE OF THE EXCESS OF j OF AN ACRE DRAINS INTO THE DITCH.
It EMBANKMENT.
SUPPORT NET
SECTION A / SECTION B
rFI SND - UPLAND
FILTER FABRIC 7m FLOW
POST g LIMIT OF WORK '�"—
��� CATCH BASIN
A FILTER FABRIC FLOW
T4� m� 1111111111
�p� BALE OF HAY 12 OF 3/4 DIA.
TRENCH SPOIL is Q' wA' WASHED STONE
BACKFILLED do COMPACTED Li�Ll
4 O 16'
4000 PSI CEMENT BOTH WAYS NOTE:
CONCRETE (TYPE 11) (CENTERED) 3/4- CHAMFER ROADWAY SLOPE OR
6' MAX. TO BE USED AROUND CATCH BASINS.
BITUMINOUS
1 � EXISTING GROUND
CONCRETE
BACKFILL FLOW 4'-6' DEEP 4r3' Q PAVEMENT11f : 4\
01
/./�\/� - e A p• p a ff
r
064 0)VERLAP BALES
NATIVE SOIL COMPACTED
EMBEDDING DETAIL GRAVEL � • ' � �' � ��''� '� - •� � � •� � � `I
�pED CATCH BASIN GRAZEJOINING SECTIONS OF SILTATION FE QE SECTION
12' 1' REBAR FOR
SILTATION FENCE SILTSACK BAG REMOVAL TEMPORARY EROSION CONTROL
SCALE: N.T.S. C''�`- C'
P L N i �{N G
SCALE: N.T.S.
�,PF R a` 117D
S 1TEE FLAN �
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 16'06' (MAX).
NOTES: PLAN VIEW
CONCRETE DUMPSTER PAD
F71
1. INSTALL SILTSACK N ALL CATCH BASINS WHERE INDICATED ON THE PLAN — — — — —
BEFORE COMMENCING WORK OR N PAVED AREAS AFTER BINDER COURSE SCALE: N.T.S.
IS PLACED AND HAY BALES HAVE BEEN REMOVED. EVISIO DATE DESCRIPTION BY APPR
2. GRATE TO BE PLACED OVER SILTSACC. APPLICANT:
3. SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS AND CH.4RUS PUZ7 0
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 FLOW
�'" PROJECT:
CONSTRUCTION SEQUENCE PROPOSED COMMERCLIL DEVELOPMENT
y WIRE OR NYLON
BOUND BALES a7!TO PREVENT EXCESSIVE EROSION AND SILTING, THE FOLLOWING CONSTRUCTION SEQUENCE v HIVHi�i,LrD AVENUE
-
COUPLED WITH OTHER WIDELY ACCEPTED PRINCIPALS FOR REDUCING EROSION AND
PLACED ON THE SEDIMENTA71ON SHALL BE IMPLEMENTED N THE DEVELOPMENT OF THE SITE • e (TAX MAP 3 LOT 6,2�
' - CONTOUR STABILIZATION PRACTICES FOR EROSION AND SEDIMENT CONTROL SHALL BE INSTALLED PRIOR EXPANSION RESTRAINT
1. TO COMMENCING CONSTRUCTION ACTIVITIES. REFER TO 'EROSION AND SEDIMENTATION IN
BARRIERS
LOCATIONS INDICATED DNCTION OFI THE CONSTRUCCTIONPLAN. PLACETATION DRAMANGS AND CONSTRUCFENCE AND T STABILIZEDAT SECTION VIEW SALEM, MASSACHUSETTS
CONSTRUCTION ENTRANCE AT INTERSECTION OF EXISTING AND PROPOSED DRIVEWAYS WITH
ASSOCIATED SEDIMENT BASINS.
GEAR AND GRUB ALL AREAS ASSOCIATED VAT H THE CONSTRUCTION OF THE DRIVEWAY AND
'NOTES` L IS FINISHED GRADE 2 RELATED INFRASTRUCTURE. SILT SACK DETAIL PROJECT NO.: 25-1 SO DATE: MAY 25, 2006
1. TOP OF LOAM (TOPSOIL) EXCAVATE TOPSOIL AND SUBSOIL FROM CUT AND FILL AREAS AND STOCKPILE ON SITE N
LOCATIONS SHOWN ON THE PLAN. CONSIDERATION SHOULD BE GIVEN TO LOCATING SCALE: N.T.S.
2. TOPSOIL SHALL CONTAIN BETWEEN 5% AND 12X ORGANIC MATTER AND 3. STOCKPILES ON THE UPHILL SIDE OF DISTURBED AREAS, WHERE POSSIBLE, TO ACT AS SCALE: N.T.S. DWG FILE NAME: 25-130Details.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: CONSTRUCT 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 1Y MAXIMUM COMPACTION LIFTS. PLACE ALL SLOPE PROTECTION WHERE INDICATED
ON TME PLAN. PREPARED BY
CONSTRUCT TEMPORARY DIVERSION SWALES W/ STONE CHECK DAMS ALONG SIDE THE MCKENZI E
NAKED HAY-BALE AND SILTATION FENCE PROPOSED DRIVEWAY UNTIL IT S PAVED.
5.
OSED DRAINAGE SYSTEM AND OTHER UTILITIES. AM CATCH BNS SHALL
SCALE: N.T.S. ON :
NSTALL
6.
(COVERED WISILTSACK OR EQUIVALENT INLET PROTECTION UNTIL SITE SASIVEGETATED.BE ENGINEERING
1. SALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING TfHE ADJACENT GRADE DRIVEWAY TO SUBGRADE ELEVATION AND CONSTRUCT SIDE SLOPES. APPLY
TEMPORARY STABILZATION MEASURES WHERE WARRANTED. REFER TO 'EROSION AND GROUP, INC.
SEDIMENT CONTROL' SECTION OF THIS PLAN.
2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM DEPTH OF 4'. 7•
PLACE GRAVEL SUBBASE PER TOWN SPECIFICATIONS. O_Asav
3. BALES SHALL BE SECURELY ANCHORED N PLACE BY STAKES OR RE-BARS DRIVEN
THROUGH THE BALES. THE FIRST STAKE IN EACH BALE SHALL BE ANGLED TOWARD PLACE THE BITUMINOUS CONCRETE BINDER COURSE P`�NOFMq� PROFESSIONAL CIVIL ENGINEERING LAND PLANNING • PROJECT MANAGEMENT
PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER. 8.
GRADE SLOPES AND STABILIZE CUT AREAS AT TOE OF SLOPES. BLEND ALL SLOPES INTO o 325 CENTRAL STREET SAUGUS, MASSACHUSETTS 01906
� BRu' � I
4. INSPECTION SHALL BE FREQUENT, AND REPAIR OR REPLACEMENT SHALL BE MADE 9. EXISTINGADLEY C
TOPOGRAPHY AND LOAM AND SED ALL DISTURBED AREAS. SLOPES GREATER THAN ADLEYIE a
3:1 SHALL BE STABILIZED 1MTH JUTE MESH. o PHONE: (781) 941-2211 FACSIMILE: (781) 941-2662
PROMPTLY AS REQUIRED. 10. CIVIL I -�
5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS, SO AS PLACE THE FINAL WEARING COURSE OF PAVEMENT. 150 LONGWATER .DRIVE SUITE 101 NORWELL, MASSACHUSETTS 02061 i
NOT To BLOCK OR IMPEDE STORM FLOW OR DRAINAGE �t�G, <° t PHONE: (781) 792-3900 FACSIMILE: (781) 792-0333
REMOVE TEMPORARY EROSION CONTROL DEVICES ONCE ADEQUATE GROWTH S ESTABLISHED. O�of T
11. ADEQUATE GROWTH IS DEFINED AS VEGETATION COVERING 75X OR MORE OF THE GROUND F t N DRAWING TITLE: DWG. NO. J
SURFACE.
12
CONSTRUCTION DETAILS N CD-4 ',