43-53,59 BOSTON STREET - ZONING - - - - --- 93 -53 + 561 &5f-6n 6}
1i
Ctu of "ittlenl, fflttssarllusrits
PIaming �3IIttril Guc 17 133 Ply '98
OI?' " ' MASS
(One Great K�S
0f FIVE
Decision
Site Plan Review Special Permit
Suncor Development of Massachusetts, LP
c/o Attorney Bernard F. Shadrawy, Jr.
Shadrawy& Rabinovitz
15 Broad Street
Boston, MA 02109-3803
RE: Walgreens Drug Store - 45-53 and 59 Boston Street, 3 Pope Street and 15 Proctor
Street
On Thursday, June 18, 1998, the Planning Board of the City of Salem opened a public
hearing regarding the application of Suncor Development of Massachusetts, LP, under
Section 7-18, Site Plan Review, of the Salem Zoning Ordinance, with respect to the
construction of a 13,855 s.f. building and associated site improvements to house a -
Walgreens Drugstore at 45-53 and 59 Boston Street, 3 Pope Street and 15 Proctor Street.
The public hearing was closed on August 24, 1998. At a regularly scheduled meeting of the
Planning Board held on August 24, 1998, the Board voted by a vote of eight (8) in favor,
none (0) opposed, to approve the application as complying with the requirements of Site Plan
Review, subject to the following conditions:
1. Conformance with Plan
Work shall conform with set of plans entitled, "Walgreens, Boston& Proctor, Salem,
MA", dated April 15, 1998, revised through August 24, 1998, prepared by Atlantic
Design Engineers, Inc. P.O. Box 1051, Sandwich, MA 02563, containing five sheets,
CO.1-CO.3, S-1, and Elevations, prepared by Levinson Associates, L.P.
2. Amendments
Any amendments to the Site Plan or waiver of conditions contained within shall require
the approval of the Planning Board.
3. Traffic
a. There shall be no left turn exit out of the site onto Boston Street. The applicant, his
successors or assigns. shall provide a detailed plan to the City Planner for his written
approval depicting the construction of the exit driveway to prohibit left turns onto
Boston Street. The plan shall be approved prior to the issuance of a Building Permit.
b. Petitioner agrees to provide to the City of Salem upon request a sum not to exceed
$25,000 to reimburse the City the actual expenses incurred by the City of Salem
necessitated by the making of Proctor Street into a two-way street, provided that
construction of Proctor Street into a two-way street is commenced within eighteen(18)
months of this decision. This provision shall not limit, delay, restrict or prohibit the
Applicant from proceeding with the development of its site as contemplated hereunder
pending action by the City. Any action or work needed to be undertaken or performed
relative to turning Proctor Street into a two-way street shall be the City of Salem's
responsibility. The petitioner agrees to reasonably cooperate with the City during the
development of Proctor Street into a two-way street.
4. Exterior Elevations
Final elevations, brick type and other building materials shall be reviewed and
approved in writing by the City Planner prior to the issuance of a Building Permit.
5. Salem Fire Memorial Marker
The Applicant, his successors or assigns, shall donate an amount not to exceed $1,000
to the City to design and install a memorial marker commemorating the Great Salem
Fire at the intersection of Boston and Proctor Street. The funds shall be donated to the
City prior to the issuance of a Certificate of Occupancy. Location shall be approved by
the City Planner and the Ward Councillor.
6. Utilities
a. Utility installation shall be reviewed and approved by the City Engineer prior to
the issuance of a Building Permit.
b. Drainage shall be reviewed and approved by the City Engineer prior to the
issuance of a Building Permit.
i
7. Site Lighting
a. A lighting plan shall be submitted to the City Planner for review and written
approval prior to the issuance of a Building Permit.
b. All site lighting shall be installed and maintained in such a way so as to not
reflect or cause glare on abutting properties, or which adversely effect safe vision
of operators of vehicles moving on nearby streets.
8. Noise
Applicant shall conduct a pre-construction noise test at 2:00 a.m. to determine
ambient level. The Applicant has agreed to no discernable increase in dBA, defined
as 3 or less dBA. Applicant shall conduct a post construction noise test at 2:00 a.m.
Post construction test shall be conducted between May and September. Noise test
shall be conducted at the site of the nearest residential dwelling unit.
9. Landscaping
a. Applicant, his successors or assigns, shall submit a detailed plant list indicating
quantities of proposed plantings to the City Planner for written approval prior to
the issuance of a Building Permit.
b. Trees shall be a minimum of 3 '/2" caliper.
c. Vertical granite curbing shall be installed at all entrance radii to the site.
d. Concrete curbing or sloped granite curbing shall be installed within the site.
e. A concrete sidewalk, including the resetting of all existing granite curbing, shall
be installed around the site on Pope Street and Boston Street and extend on
Proctor Street to the far side of 25 Proctor Street.
f. After all project landscaping is completed, and prior to the issuance of a
Certificate of Occupancy,the applicant,his successors or assigns, shall be
required to add further landscaping if such is required by the City Planner.
10. Signage
Proposed signage shall be reviewed and approved in writing by the City Planner, and
may be less than the signage allowed in the Salem Sign Ordinance.
11. Board of Health
All Board of Health requirements in a letter dated July 31, 1998, shall be strictly
adhered to.
12. Water Test
The water system shall be tested by the City of Salem Clerk of the Works for pressure
and bacteria prior to the issuance of a Certificate of Occupancy.
13. Underground Utilities
All site utilities shall be installed underground.
14. Delivery Hours
Deliveries shall be limited to the hours of 6:OOAM - 6:00 P.M.
15. Clerk of Works
A Clerk of Works shall be provided by the City and paid for by the applicant,
his successors or assigns, as deemed necessary by the City Planner.
16. Maintenance
a. The applicant, his successors or assigns, shall employ an acceptable method
or means for the holding and disposal of trash(rubbish) after site development
Prior to the issuance of a Certificate of Occupancy, the Applicant shall submit
a plan for refuse removal to the City Planner and Board of Health for their approval.
Petitioner shall include the location, design and number of trash receptacles to be located
on the site in said plan with a copy of the method of maintenance for the site.
b. Refuse removal, ground maintenance and snow removal shall be the responsibility
of the developer,his successors or assigns.
c. Winter snow in excess of the snow storage area on the site shall be removed off site.
17. Construction Practices
All construction shall be carried out in accordance with the following conditions:
a. No work shall commence before 8:00 A.M. on weekdays and Saturdays. No work
shall continue beyond 5:00 P.M. There shall be no work conducted on Sundays
and holidays. Inside work of a quiet nature may be permitted at other times.
i
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. Notification shall also be submitted to
the Planning Department.
c. Maintenance of all landscaping shall be the responsibility of the applicant, his successors
or assigns.
d. 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.
18. As-Built Plans
As-built plans, stamped by a Registered Professional Engineer or Land Surveyor, shall be
submitted to the Planning Department and Engineering Department prior to the issuance
of a Certificate of Occupancy.
18. Violation
Violation of any condition herein may result in revocation of this permit by the Planning Board.
I hereby certify that a copy of this decision and plans have been filed with the City
Clerk and 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 or is recorded on the
owner's Certificate of Title. The fee for recording or registering.shall be paid by the
owner or applicant, his successors or assigns.
Walter B. Power, III
Chairman
Wp lanbd4algreensdeci Sion
r
of *tem, Htts ttrl� s��##s
��rnmve �d
Viae �$ttlem Grern
March 2, 2000
Atty. Bud Shadrawy
Shadrawy and Rabinovitz
15 Broad Street
Boston, MA 02109
RE: Walgreens Store Proposed to be Located on Boston Street in Salem, Massachusetts
Dear Atty. Shadrawy:
There are several site items, which have not been completed to date at the Walgreens site on
Boston Street in Salem, Massachusetts. The following is a list of the uncompleted site work:
1. The approved site plan shows the sidewalk,to be constructed by the developer on Proctor
Street, is connected to the existing sidewalk on Proctor Street. To date, the pavement from
the new sidewalk and that of the existing sidewalk do not match. This connection needs to
occur.
2. The plans call for the abandonment of three water gates located adjacent to the site. To date,
these gates have not been abandoned.
3. There is storm drainage work located on site in close proximity to Pope Street, which has not
been completed.
4. The parking lot currently contains only binder course. The finishing coat of pavement for the
parking lot has not been applied to date. Due to weather restraints the Planning Board is
willing to accept funds, which the Board will hold until the work has been completed.
5. The parking lot has not yet been striped.
6. Handicap parking space signage has not been located on the site as of yet.
7. The site landscaping, as shown on the approved plan, has not been provided. Due to weather
restraints the Planning Board is willing to accept funds, which the Board will hold until the
work has been completed.
Walgreens
March 2,2000-2
8. The site lighting, as shown on the site plan, has not been provided.
9. The sidewalks on Boston Street, Proctor Street, and Pope Street were installed during foul
weather and were not properly covered during a snow storm the following day. The Planning
Board's site inspector suggested several measures to be taken to assure that the sidewalks
would not fail. Those measures were not taken. Please provide the Planning Board with a
letter stating that the developer will be responsible for replacing the sidewalks located on
Boston Street, Proctor Street, and Pope Street in the spring if these sidewalks were to fail.
10. To date,the light pole located on Boston Street has not been repaired. The developer agreed
to straighten the light pole during the sidewalk construction.
11. The required off-site handicap ramps to be constructed on Pope Street, Boston Street, and
Proctor Street have not occurred to date.
12. The portion of the lot located between the Walgreens store and Pope Street has not been
paved. This area must be paved.
13. The directional signage, to be located at the entrances to the site, as shown on the approved
plan,must be installed.
14. The portion of the lot,which is not proposed for development must be cleaned of debris and
loose rock. The Planning Board's site inspector suggests that the area be power washed as
well.
15. The structures, such as catch basins and manholes,need to be cleaned out. The piping
located on site needs to be cleaned as well.
These items must be completed prior to the issuance of a certificate of occupancy, except those
items listed which the Board is willing to accept in funds prior to completion of the work. Please
contact me at the Salem Planning Department at(978) 745-9595, extension 311 if you have any
questions.
Sincerely,
Denise Sullivan
Senior Planner
?e. Ya f -ve A supply of water is desired at premises
u 4 following purposes only...............
Go-xnwelhA pay in accordance.with the Rules, Rates and
a .Cee sfi n
Naw .S rvi e e h .et R.� �` x"999 9` (l•�'S/ .. ,
MAY — 8 1947 ° . :
Mw; , f. !t lire ds�'v u )wtittii
Register No..... ....
A supply of water is desired at premises
d./ �
,Y oc
following purposes only......:.`
pay in accordance with the Rules, Rates and
/923
�Z-5
4A
z ,
FRegister No...--....838-0.-----
lsupply of water is desired at premises
Kav, � _.a c�o)c followin u oses onl, :�� g P rP y" <J Q earepay in accordance with the Rules Ra
I
L
C)
^ate
� p cow
Es-
El
$�
' / n
n
1
. � ci S SN'^�
;� � cIf S
n
t
S �
T 4
a�
0
1
I 7 4
tl
� 3 rnI ;�
n x W %
�.• .0 ro -k
v\
(1 ry to 4
Y
r
v
r
3c
3;1 ri
I
IN
rrm S
C
1 rom
7.0 ✓? Iv q �� ; A supply of water is desired at premises r
ua,' following purposes only. °� dV. ✓
Y -C& .1 ,e n �t .'' 'pay in accordance with the Rules, Rates and F
Naw SaY C e �ec tfib
MAY — 81947 �oa,� 839 99si "
M.:> r. St"!; nz ,, s
P
d
Register No._ 83179
i A supply of water is desired at premises b
b' VV
'
........................
a� following purposes only...::: ��� .
pay in accordance with the Rules, Rates and I
�qj3t
Register No.-........ °83S-O...----
J " supply of water is desired at premises.l
as c following purposes only
pay in accordance with the Rules, Rates a "d".
i
r f� st
I
i
rl
ll lo
, CO
.6A
n
4t p
01
147: A,. b
I �
ob
\LO
� I
ti
i
1' a prl
a
Cr/vl
N
M
LO rN
c
b �
b
I
111 �
I
1�
Y �
}
Y t�'
n�
ne :a
I
F _
M r
FEW
LC PDI CE PR ESCMP TIO
IE%T DA Y PHOT OFEP.S W*
S
1
5
{ r
IN
� r
� r11
}1
el
kA
elil
r -
r-
1
� r
1
b
o
MO
PQ rill
m2
o �
o -
a �
D.W%p��f
SHEET METAL SHEET METAL Suncor Development
(Sandstone) (Sierra Tan) of
Massachusetts,L.P.
'1 `��\y``��.1 �� ,♦ `L .\. •• `Wi \.l �,� rte.
�� lam/
c�+Y �� �: . :, ! LEVINS50N
�\ ������ Z' '•• � 4�.� t =°:"niexi>e a=" m. u.ssoszw
ua�� 9nla000
�•+.r,�w y\---t.•r-.��m �� e -P Pv � :a aw..Ji�.st�-' •Y �..«^.. c Dohme 141998
`t= -a:.44 "�i^'I K '1'+4•Vh _t - .�Y =Y.:C .yt l'
�iz
-C h
BRICK EIFS
(Shadow Gray) (Back Sldn)
COLORS
&MATERIALS
PLEASE SEH THE SAMPLE BOARD FOR TRUE COLORS.
♦Ir - Y ->.'r _ ^ Y i '.-"�- � Lam_ li
� - ��w l � Vit, � _ _� � �,•. - i xb_
I
_ -Y • � � yea
tom' 'V
F
EIF S: Buckskin
4.-Brick: Red Range Wirecut
I
ZQJa eRA".000"
LAWRENCE S. LEVINSON (SWC) Boston Street & Proctor Street
A IA
ARCHITECTURE PUNNING INTERIOR DESIGN Salem, M
One G•eenway P:aza Suite 880 Salem, lyl tl
Houston. Texas 77046 (713) BSO-7660
W
W
t
r
. � o
WF
MELLOD W
I
N/F 46
�V SURRETTE
N/F
SUPPLY CO. / JOHN J.
ftb
I
6 08 . _ - - -- - - ct
`
�- ---- — --------- -- — I v 1
GONG SIDEWALK , ' �J - � i
RE: CIVIL DWGS FOR i'r s f'�Q _ _ STREET (4,850 A,D,T.)
A ONAL INFO - - - - - -- - - - - -- - - - -O
STOP SIGN (ONE WAY) CONC. RAMP H.C. SIGN
130' RE: 10/AO-2 a SLOPE 1:12 MAX. RE: 5/AO.3
Q
i .� ► IMAX. ALLOWED PER
\ N/F ZONItdG ORDINANCE N 38.26 26 E 190.95 __7PROP- OSED 5' CONCRETE-SIDE ALK
\ THE PAB TRUST
/ r .00 MONUMENT
Q SIGN RE:
i o 1 SHEET A5. 1
cb ir, % 0000000000
[3 0 000®❑
6 SPACES O 9 0 54 5 SPACES O W-00 45
aa i 1
I YEl,�.O PAINTED
�b Z ARROWS do LETTERS 7 1 1 �'`
i Ao.2
AO.
1 i Development of
Rd 8/AO.2 9 SPACES O 9 0_-_81 8 18_0 4" P INTED YELLOW 1 i
STRIP NG O , I SUNCOR DEVELOPMENT
a, t TYP. `
I
wHEE STOPS 1 OF MASSACHUSETTS
RE: 4 AO.
LIMITED PARTNERSH?P
I
Ma les Blvd.
r------------ ------ -- ' Sui e 241
HAND P AMPS
� Springfield, Ma. 01103
��C► ,o;, �!/ �s�>> 9 RE: 2 0.3 (431) 788-8066
// A
/ BLDG. & CrOLUMN
� HANDICAP RAMP
�~ RE: 2/A0.3 MOUNTED (HANDICAP
SIGN. RE: 6/AO.3
/* 40W X 50'L YELLOW STRUCTURiAL SLAB i �'
of 0
�* PAINTED STRIPE- RE: STRUC;. DWGS. + o ^ I
TYP. LANE DIVIDER FINISH TO MATCH SIDEWALKi y W
YELLOW PAINTED
ARROWS do LETTERS i I ' i •-•� I
RE: 8/AO.2 + ---
,i ; - 13 , 855 s . f . ;� ��• �-
2 4 PAINTED REFER CIVIL DWGS. + 1
��� �� 1 r� YELLOW STRIPING FOR LOCATION OF i
:/ O 1s O.C.-TYP. F. 19 . 0
LAYKREACE S. LEAINSON
HEAVY DUTY PAVING I STRUCTURAL SLAB1
• /�� S �� I RE: STRUC. DWGS. i ; ;
i a REFER CIVIL DWGS. ; � v ARCHITECTURE PLANNING INTERIOR DESIGN
�� FOR DIMENSIONAL + 1 One Gre�enwoy Plaza Suite 880
LINE OF CANOPY i j
ABOVE CONTROL PLAN i I _-- - Houston, Texas 77046 (713 850-7660
ENCLOSURE cf+Ec►caD BY: �nsEo e,•: DATE-
COMPACTOR
RE: SHEET AO.2 HEAVY DUTY CONC.
_- ��
+ N TENTER PAVING RE: CIVIL �'�-�.� 1 REVISIONS . er
D0GN NTED ��ALGREENS
OMPACTOR BY G9�dc A1.1 oo w
Q ✓���'-,' r� ' o \ i ` \��
X S� ON BUILDING.
� � � WALGREENS COMMENTS 2-10-99
GAS SERVICE DIRECTIQC AL SIGN nm CONTRACTOR TO VERIFY ANY CONFLICT
RE: PLUMBING RE: LOW S' �''�' i\` W LIGHT POLES AND OVERHEAD VARIES
&WALG. COMMENTS: PR1 5-5-99 GB
DWGS. �; ;� � _ W/
/. h �. HANDICAP RAMP ,� STOP SIGN & NOTIFY ARCHITECT PRIOR TO CONSTRUCTION. ATOTE STORAGE REVISION 7-6-99 JAS
`" �� 4■
YE L ?' RE: 2/AO.3 `�, RE: 1O/AO.2I
/Z., STRIPE - TYPtC,eL 3 z CONC ISLAN \\
\ t
\ ' YELLOW PAINTED �`� �Z ELECTRICAL SERVICE
o RE: ELEC. DWGS. PARKING STRIPES \\
ARROWS & LETTERS I
/ \
O �`.�\ RE: . 8 A0.2 ��� 19 EQ. SPACES O 9'-0 171'-0" RE: 7 A0.2
0- TYP.
-� ------------.-- --- ! � Site Data
SO4.46'57'V 10.63' --L----•-- — ------------------ •-- I \
- - s40•15•11•V 193.29' ---•—••----------- ' Total Land _Area 89,985 s.f.
30
41.05'47•V 99.94'
MAX. ALLOWED PER �\ Total Building Area 13,855 s.f.
' ZONING ORDINANCE. I Parking 63 cars LA Project No. 97324.000
/ POPE STREET Parking Required 81 Cars Walgreen Store Number 107-04595
Parking Ratio 4.55 cars/1000 s.f.
9 Y
(ONE wAY�
Walgreen Criteria Date Jul 1998
_ _
A0 ,e 1
op
N/F I 1 SITE PLAN
L
PETER
► �--- .. .. AO.1 1 = 20'-0" Site Plan
7
ET,AL
I Date: November 15, 199E
I
Tim I salema0l.dwg 30JUN99 16.42
f ,
I
L
---- ---- ----
PARTITION SCHEDULE. LEGEND dt CLG. DATA
D _
NO
103'-0*
oR- u.' GY�PSU�1ri COKg4D9OOKGYMM LATEST EDITINON.. s 2171. GENERAL FLOOR PLAN KEYED NOTES
13'-6" 2T-0"'A
w THER FRAMIING: AS NOTED. DESCRIPTION M -_3 71 INCLUDING CEILINGS AND SOFFITS.
» „ I 2'-0. O.C. MAX.. ALSO SEE INTERIOR
35-6 33 -4" 34'-2* 10 -0
ATION ON SHT. A3.1 FOR LOCATIONS. 1 CURB RAMP Q�
�� FIRE TOP OF ALL LIN AT �'�p CONCRETE SIDEWALK W/ MEDIUM BROOM SWEEP FINISH. ^`
O
AVIOID OPENINGS O INTERSECTION OF HORIZONTAL AND Vt IR SPACES. 2 W
JOINTS AT MAXIMUM 5FT. INTERVAL EACH DIRECTION. t _
N
-ABBREVIATIONS
D - - CONCRETE PAVING AT RECEIVING AREA
C TO MIN. 3 ABOVE CLG. RF TO ROOF
(OR FL
ABOVE). 3 RE: CML DRAWINGS
GVYe T�
. R- TO ROOF (OR FL ABOVE) AIR TI V 1
GWB- GYPSUM ALLBOWD MR- MOISTURE RESIST. 4 PIPE BUMPER GUARDS. RE: 5/AO.2 & 2/A1.1. �/1
LEGEND UNE OF CANOPY ABOVE. RE: EXTERIOR ELEVATIONS
5'-6" 16x_0 o z 62'-6» 5 SHEET A2.1 & A2.2.
» _ � - SYMBOL O�SCRIPTION REMARKS �-1
■ 3-10 /4 3._6. rn (REFEfR FLOOR PLAN) 6 GYP. SO. SOFFIT AT ENTRANCE. RE: A1.2
O
tO 56 43 50 4 e• x 25 GA. WTL SnW 24•o.a 7 SALES AREA SOFFIT. RE: A1.2
ro ROOF DECK TO ROOF
" sAu� A sr<oE of ON GEN. 8 PHARMACY WALL DETAILS. RE: SHEET MA V
17'-10 3/8 SA ow ETHER SIDE ro
OFFIT
2, 1 IM.O.
7 R P t/4• &C 9 STOREFRONTG TING,SOFFIT
FFING, WITH RE: A1.2 O
» • " ■ " » ' ■ » ' ■ " TO ROOF DM SESTA TO ROOF AT FRE OORRIDORS 1 4 x48 HK#i TEMPERED MASONTTE WAINSCOT
(SMOOTH
3 3 8 8 -5 1 4 5 F�4-1 RF 15'-2" 1'-3 8" O / - - ( H
16 -0 / 17 -8 7 4 1 46 52 4 A2.4 / / 10 ^
Fwwnrc IMfT}iI FIRECOOE Cw9 EACH SIDE EXPOSED)4'-0- W
o / PROVIDE
= w Fw sswic TEW w ROOF�(wwwRICH W/ J-BEAD TOP. RE: 10/A4.2
rZ7 7 7
t
26'-1 3/8" o» / oN Z 1 4 h 1/4• 1 MR. AS RM"D er COCO.
g 5 R 3 5 x 2s ICA. MTL SRIOS 24•o.C�.��
11 CORNER GUARD AT ALL OUTSIDE CORNERS. RE: 10/A4.2
4 1 w 56 47 6 0 = { ro � TO EOE48
FR ROOF
PROTECT CONCRETE ENTRANCE SLAB TO STORE IMMEDIATELY 0
K- r=�I DDEEC�Kf
-___-- w I u CE J E J 1 of TO HEP T. oN Ell SLOE ro ROOF 12 AFTER COMPLETION. COVER WITH PLYWOOD AND VISOUEEN
-- - - ,�� (4 7/e' UNTIL STORE IS FIXTURED.
5 � � - r. �--{ 5 ) 5 RF 3 y/e• x x! �C+� rn. mlos z4•o.c. AT FRE coaR+ooRs 13 K RtSFR. RE: PLUMBING DRAWINGS -�
» `-
: _ t-i
7 -5 43 O = M e r+c �wmii yrggff FJ+a� 14 NOT USED
TO ^,
0 1 __ ._4■ )4-C
g 4■ I 1 D1 28 I 52 ( G / .MEAL 28 - O ►� Sw ssia�� ROW V!
I16 51 8 » 1 27 / , i 15 ROOF SCUTTLE. RE: a/A4.2
4 1 8 ^ 33 -0. MA 1 ca 23 I 1 .- f4 �/e• � HR. A3 RM-0 er DODO.
t t.1 5 C 3 s/!N' x 2s �crl MTL sruOs 24• 1 g PHARMACY SINK FURNISHED BY WALGREENS.
49 p / FOR PLAN DIMENSIONS D b 20 25 4'•
O _ SECTION SEE SHEET .1 66 O _ o� M ro ��AND RE: PLUMBING Owes.
_ n C 7OTHM TO M
S/�- P AT�CE> 17 ELECTRIC WATER COOLER. RE: PLUMBING DWGS.
I I 10 O O t` 4 z LAP ro cEUwo ONLY. 18 PLAS11C LAMINATED BASE CABINET AND COUNTER. V 1
�( O WX
6 I SUPPORT COUNTER ON BASE CABINET AND ON
2 1 -2 TINO ROw�3-s/>s xis Gil YTL. �+ 2x4 WOOD CLEATS ALONG WALL-CONTRACTOR TO
�. A4.1 r----t 63 18 v 1 STUDs 24 O.C. ALTERNATE AT rater ROOMS
i I C I _ STUDS sEa1RED ROOF FRAMIW PURCHASE COUNTER AND NET FROM MYERS
\O 1 , - s OTHERS STOP AT CELMG. INDUSTRIES 217-735-1241
1 T 1 co PATIENT �� I 8 A3.1 19 36 5.5 7 _ _ 1 -I 1 PROVIDE s MR CW9 9DTH
y�
o i N I I O 1 rn SOES UP 7o CEILLIK ONLY. STAINLESS STEEL SINK INSTALL IN COUNTER.
SEATING ♦ I 26 I b O 1 W M N ' 19 RE: PLUMBING DWGS. -�-�
►'7 r" -_ - ------ �. �--� (� 4 ,RF :__ x 2O Ck MTL SI UDS TO 1100E AT N'ORit]t AWA
{, I` 1 OELx savREo TO RooF FR�wNO wmi AROUND VATER 20 SEE FIXTURE PLAN(D-1 FOR ROOM FURNISHINGS U1
- � Fa:ECOCE G" EACH SIDE T*fT HEATER IN THE EMPLOYEE ROOM.
----
,�►,,. -- -. - - -- _- -r, __ -� ("/4• er C00EROOF4 qc r iEHR A I�Eo 0 2 t So x a- DOWNSPOUTS RE: 9/AO.2 O
i T 31 40T 65 7" RF I SOLLARD SCHEDULE 22 BY WALGREENS. WITH SHELVES ABOVE
M I I I Q I I
PLAIN STEEL-PAINTED
t I I I t ■ w ■ 1 2 2 I LOCA N ouAwrrmr z HT. AVI 23 SERVICE SINK, RE PLUMBING DWGS.
-cw I i I 3 -4 -0 18-8 4-0 6 2 A4.1 ( V r 4ti X-0• 3'-!• 24 WATER HEA ON PLATFORM. RE: PLUMBING
�'-4 10'-1 to
OP 34'-11■ OPNG ._0 1 T-3" (Ir oRn1E THRu IS<ANo oWcs. & 7 4.2
�� 4� 4'-0• 3'-t
-� GAS METER t eti 4'-0• S-r 25 PANELIN W/VINYL COVERING ABOVE ON ALL WALLS.
Ile U)
I " - - -1 `} 1 E• � TI e•A 4'� sem• 26 HVAC. UNITS REFER TO MECHANICAL DWGS. & a/A4.2
COMPACTOR E1ICLMM 61 s•4 W-0• 4-Y REFER TO SHEET A4.2 FOR TOILET ROOM LAY-OUT.
I I COMPACTOR PROTECTION 31 a•/ 4-W 3'd• 27 RE: 2/A4.2
1 V8"I 17'-8" 7 ( 82'-2 1/4" I 11 »
Q ( V DooR •►+• v r4 4'-0• 3'a• 28 11 2 MTIFROM R Z- FU RRINROOF FG�HWNELS•AK.'I.iODTVOER
L J 33 I
EXT DOOR a e'. 4'-0• 3•-X' IltaNRY WALL 1�. INSTALL RIGID Development of
RMF ,1 e•, 4•-r r-�. INSULATIOfi �CHANNELS. SEE SPECS.FOR P
- I 7'-S' HiGH SOFFIT w/LOUVE�RED�CEILING�0 7w 9A.F.F.
Ci I I ' ] I I _ U 30 ALUMINUM STOREFRONT WITH 1' INSULATED GLASS. SUNCQR DLOPMEl\ 1
4 E E G .I I r- I I 1 2 BOLIARD SCHEDULE SEE AT ELEVATIONS.
OF MASSACHUSETTS
A2.4 A1.1 31 SOFFIT.zT PHARMACY WITH RECESSED LIGHTS LIMITED PARTNERSHhP
o Q t 10 I I 26 ( NOTE: SAND STEEL COLS. EXPOSED I 5'-0- H. STAINLESS STEEL WRAP AROUND ALL
t rn L-tao I 26 I I I ( IN SALES AREA TO REMOVE BLEMISHES I 32 SALES AREA COLUMNS. RE: SHEET A4.3
"M' U N ( L- .J IN AND PAIN FACTORY Pr COLUMNSLIED ESHALLR. EBE ME ( -' 33 SATELLITE MAST ABOVE. REFER S0.1. 1a3O Maples Blvd.
0 0 --! I I SMOOTH AND UNIFORM FOLLOWING I ti v 34 ALL STORAGE SHELVING. ETC.. BY WALGREENS. Suite 241
1 34 I-�7 FINAkL PAINTING. I SEE FIXTURE PLANT FOR LAYOUT. p g Ma 01103
5 S riln field
tow 35 GAS METER. RE: PLUMBING OwGS.
W �� I I I - I L 1 4- _ (;431) 788-8066
N N W i r rvERPTUHI�cOI FROM
A.F.FF Oa
37 WALK-IN COOLER FURNISHED AND INSTALLED
10 2' 6" 32 TYP. I 26 II '=6 w O BY WALGREENS. ALL 'ROUGH-IN' BY G.C.
Z 13 I I II 38 COMPRESSOR WITH CURBS ON ROOF. RE: 8/A4.2
I ( WALK-IN COOLER WALL OPENING. COVER EXPOSED
Z � o L--.� 39
PORTION OF COOLER WITH VINYL COVERING. ,
40 SOFFIT WITH WALL SECURITY MIRRORS. RE: 2/A4.1
1100
o 41 SILVER RECOVERY UNIT BY WALGREENS
LO N ;n J 11 ----- ;� NOTE: REFER FIXTWRE PLAN D-1 I ( ).
FOR ADDITIONAL FFINISH NOTES
V '� 42 GUIDE RAIL BY AUTOMATIC DOOR MANUFACTURER. -- --
w 4 3'-6" I I I I Q = I U 3 43 PHARMACY DRIVE-THROUGH BAVIS UNIT. ,
U w { I I N I / 3"1\0 PH I A2.3 RE: SHEET A4.4 .. .... .
F- { 73 I I 3 I 44 BLOCK OUT IN FLOOR FOR DRAIN.
Z ____ 48 I I I z N
oROW I I W /5\ I 4s AUTOMATIC SLIDING DOOR ENTRANCE RE: SHEET A4.3 LAWRENCE S. LEVINSON
o c� N I I a 2Ct7HER 3H-FACE OF CURB 3/4 CONDUIT BOUT To ,A I A
�n I 64 O INTERIOR 46
o N o 1 I I 61 ( I _ 1 ELEVATIONS 3 I 2 WINDOW FOR CAR SENSOR. ARCHITECTURE PLANNING INTERIOR DESIGN
I I I I I o SHT A3.1 II SCONCRETE L ADJACENT GoBELOW
TO MEET CONCRETE.
' One Greenwa Plaza Suite 880
i = I I A2.3 47y
I - I L J - 38 0 ( 8 I it ( STRUCTURAL SLAB RE: STRUCTURAL DWGS. Houston, Texas 77046 (713) 850-7660
( ^ Ij j W 48 ELECTRICAL SERVICE. (SEE ELECTRICAL DRAWINGS)
13 I 1 3 3/8" 7'-4- "R 11»� "R I OPH o CHMM ft RNSED Br. DATE:
.2 1 = - I GENERAL SALES 4 I z 49 SECURITY DOOR&FRAME PROVIDED BY COMPACTOR MFR.
M I I LLJA4.1 II i 5O CONCRETE PAVING AT DRIVE-THRU. RE: CML ORWCS. REVISIONS REV. N3Y:
2 I o 1 62 0•_ I 37 64 I I I c� w 51 2'-8- WIDE PIPE CHASE. USE 5/8' GYP. BD. ON 2 1/2'
I I 28 ( O LO MTL STUDS FROM FLOOR TO CEILLIING.
I I I t2' DEEP YwD. ELV!NG ABOVE SERVICE QWALGREENS COMMENTS 2-10-99
38 III
` 6 M -- 4 v = 52 SINK AT 60�R 72'�A.F.F. .PLANT. 2 WALG. COMMENTS: PRS 1 5-5-99 GB
---- H I F- A4.1 r , III o 53 2REE: PLUMBINFIBERGLASS
B 0 CWG<SASS PHOTO SINK. �
-� _ - - - - - - - - - I- - - ID( - - 2 54 NOT LIsEo Q TOTE STORAGE REV 7-6-99 JAS
0 2 I I 26
I ADO 18 WIDE FRP PANELS BEHIND ROOF SCUTTLE
�--� LADDER FROM FINISHED FLOOR TO ROOF DECK.
69 I 7'-1O"H I v a0 I I I I - III U 55
L-- IH 56 3DRn�E � BASIEe.�' Oc°SAK�i3�TOR POST "�
= P SAGE #2 0 I LANE FORT MEYERS. FL 33912. 1-800-348-9839
o 44 O ( ,•� - III V Z 57 UNE OF FLOOR MATERIAL CHANGE
3'44" 11 10 I 30 O
1 26 I n 1 58 WALL-MOUNTED LEXAN-F Box SIGN. RE:
H I O it I QI RE: ELECTRICAL DWGS. & 2/A3.1
1 '� I Ir----, H IL f U 59 8-a HIGH WALL OPENING.
60 I I �\ 1 3 ---� I 26 ( 11 i 6O SLAT WALL WITH BLACK INSERTS.
FURNSHED BY WALGREENS.
I I \ _ COORDINATE»COND)UIT IN SLAB 6 30 61 g/8•-� O�oP�MGYFP•F.BD
I . N
3
M I I 57 \\ 29 FOR D L 2%E 4 4. SEE _ -
59 PROVIDE 3g4 WD BLOCKING BETWEEN STUDS BEHIND
co I I \ `0 2 W - o -- _ I .6 6'2 GYP BD F M 44-! A.F.F. TO 8'-0' A.F.F. FULL LE
;� OF WALL O COUNTER
N N 67 1-HRPHO . ,/� \\ ( I 45 IE J 63 SEE A3.1 FOR SLAT WALL BLOCKING LOCATIONS
N \ e \ I 3 4 I 4 i O I LA Project No. 97324.000
\\ \. A2.6 A4.1 / I = 64 �MECCHHANIICCAAL DWGS. FFOOR LOCATION
OFFICE 5r 1■ \\ , \ 58 9 30 �70 68 o
7 _9 o y N - 1 .4 65 EMPLOYEE ROOM REFRIGERATOR BY WALGREENS. Walgreen Store Number 107-04595
2 \ _ _ ►r i _ _ _ _ __ _ _ __ / w 66 MARLITE PANELS TO S'-0- A.F.F. INSTALL IN ALCOVE.
= t Walgreen Criteria Date Jul 1998
co 28 53 41 45 ' I 8 C-Nb -7-- ��l -_--_- -- _ _LI. 12 42 y
N N01
I ./ A2.3
67 OFFICE-VINYL TILE AND BASE.
1 I IE J E 68 IN SLAB FOR "ICSYSTEM. RE: 2/E4.4
ELECTRONICS E SYSTEM. COORDINATE
OO O 1 11 J v 1 0 69 TECH. EOUIPMENT CABINET BY WALGREENS.
Ci C J C; J C J C J E J C J 0 O I 70 ATM LOCATION BY WALGREENSA 1
C J C J C J C E J C J C J C J JEJ
/ 0.8 71 TRASH COMPACTOR BY WALGREENS. •
-' / o -
IRRIGATION CONTROLLER-COORDNNATE LOCATION
w J C 72 W/IRRIGATION DRAWINGS
I 6 EQ. WINDOWS 4 EQ. WINDOWS; 5 I 2 N 73 EDGE OF VINYL TILE (EXTEND INTO COOLER 121 Floor Plan
1'-3 3/8 9'-4" 7"R 18'-2" 12'- 5/8 45'-O" 4' 0" 12' 0" I 6'-0" 1 FLOOR PLAN
34'-2 5/8" 33'-4" 34'-2» A1.1 N Date: November 15, 1998
TRUE NORTH PLAN NORTH
A 3 (E�3 2 2 C C.2 C.4 .6 nD.2.3 A23A2Tm I salema l l.dw9 05JUL99 14:16
---
_._.
.rl
IFEL
r.
r" i
LL
7 L
o O
e e
O
G--�1G3 pGaO C�QG3 Q
NORTH — EAST ELEVATION BOSTON STREET SOUTH —WEST ELEVATION
1f
r-ar
ed n�R' ea r-r to
I $
CRWE-T= PHARMACY
$
w `
-- p o o e o e
0 READER BOARD INSERTS TO BE n.
CHANGEABLE PLASTIC PANELS. 111111111 111ill 11ijil will 11111
M�n
s °o NO INDIVIDUAL LETTERS TO BE USED D lfUl;�1W 1,=,1C� W UV p OO O
WHERE SPELLING CAN BE CHANGED.
FEi
170111111111111 R11111111111 1111 PUTM77111 0 1 H111 I 1111111 1111111111111H11111 III )III 111111111111ill 11 11M7111111111111111 Jill
1 111111111111111111111 11111,11111111111111111
19w I I I VIT�A 111111111 ill 111111111 111hill H111 I I 111111111i 11111111111111111111111 fill 11111111111111111111111111111111111111111111111111111111111111111111111111
i
MONUMENT SIGN
NORTH —WIEST ELEVATION , PROCTOR STREET
SIGN AREA SUMMARY
NORTH-EAST ELEVATION BOSTOIN STREET
26'-8 1/2' ALGREENS SCRIPT SIGN 55.79 SF
18 PHAR INDNIDUAL LETTER 19.2 SF
18 1-HR. PHOTO INDMDUAL LETTER 21.0 SF
95.99 SIF
NORTH-WEST ELEVATION PROCTfOR STREET
r
-8 1 2 ALGREENS SCRIIPT SIGN 55.79 SF P INDMDUAL LETTER 19.2 SF
1-HR. PHOTO INDMDUAL LETTER 21.0 SF DEE PHARMACY- SIIGN W1 ARROW 38.7 SF
134.69 SF
SOUTH-WEST ELEVATION
0 SF
SOUTH-EAST ELEVATION POPE 'STREET
10 EXIT INDMDUAL LETTER 2.1 SF
20'-8 3/4' ALGREENS SCRIIPT SIGN 33.5 SF EM
35.6 SF
GLASS TOWER
WALL GRAPHICS O ENTRY TOWER N/A
MTAL ftRiOM S 266.28 SF r t \
SITE SIGN AREA
1 ONE MONUMENT SIGN 63 SF
—t r-
TOTALSINE Sia 63 SF
TOTAL SIGNAGE 329. 5 sF SOUTH — EAST ELEVATION, POPE STREET
INDIVIDUAL LETTER SIGNI DATA
WTYPE. QUANTITY, AND LOCATION
EXTERIOR ELEVATIONS)
18" H 'PHARWCY' O 12'-10' L = 19.2 SF
18' H '1—HR PHOTO' O 14'-0' L = 21.0 SF
10' H EXIT' O 2'-6' L - 2.1 SF
14" H 'DRIVE-THRU PHARUACYr
W/ ARROW O 22'-2' L = 47.1 SF
LAWREPNCE S. LEVINSON ��
1 a Development of
' ARCHITECTURE PLANNING INTERIOR DESIGN
One Greenway PbZ, Site 880 OUNOR DEVELOPMENT Q�
7
Houston. Texosi 77046 ( 13) 850-7660
' (SWC) Boston Street & Proctor Street OF MA00AGHUPETTO,
LIMITED PARTNEROHIP
ARCHITECTURESalem,
PLANNING INTERIOR DESIGN MA
n�
nW,
CW.
r�
V)
LUMINAIRE SCHEDULE 0
LABEL QTY LUMINAIRE DESCRIPTION LUMENS LLF SPIN LUMINAIRE LOCATION SUMMARY U
--------------------
R1 1 MHGP-100-MT 8000 .75 0 COORDINATES IN FEET
X-1 0 CS7162-29/CA40/BZ 40000 75 0 LUMINAIRE AIMING COORDINATES $-i
Y-1 0 CS7162-39 CA40 BZ 40000 NO. LABEL X-COORD Y-COORD Z-COORD ORIENT TILT X Y Z
/.__ L 75 a a
Y-190 7 CS7162-3CA40 BZ OPTICS ROTATED 140000 .75 90 -------------------------------------------------------------
_ 1l.___� ED 90 DEG. - - - 1 Y-190 257 319 32 180 0 257 319 0
Y-1270 7 BZ CS7162-39 CA401OPTICS ROTATED 270 DEG. 140000 75 270
- l __ - __. _ _1 -- 2 Y-190 333 327 32 180 0 333 327 0
Z-1 0 CS71649 CA40 BZ 40000 .75 0 3 Y-190 402 216 32 99 0 402 216 0 Od
y _____/_-_--- -_�----_._.r ._-.___ _. _---_-_ -_._._-_ .�.___. --'- --- .75 90 __ 4 Y-190 t 74 221 32 249 0 174 221 0
Z- 0 90 0 CS71649 CA40 BZ OPTICS ROTATED 90 DEG. 40000
__�_._- --- _ _ __._-___-._-- -----__T___ -- - ----- 5 Y-190 156 102 32 337 0 156 102 0
Z-1270 0 ICS P
Z CA4
4f
CS7169 0 BOTROTATED 2DEG
/ _.._._ 70___ _... 40000_ , .75 270 6 Y-190 269 95 32 0 0 269 95 0
W- 1 4 AMF4012962BRZ-VIS 40000 .75 0 7 Y-190 388 102 32 C 0 388 102 0
-" -" 8 Y-1270 257 319 32 0 0 257 319 0
9 Y-1270 333 327 32 0 0 333 327 0 � V/
10 Y-1270 402 216 32 283 0 402 216 0
11 Y-1270 388 102 32 180 0 388 102 0
12 Y-1270 269 95 32 180 0 269 95 0
13 Y-1270 156 102 32 153 0 156 102 0 r�
14 Y-1270 174 221 32 59 0 174 221 0 �/1
15 R1 249 151 10 270 0 249 151 0
16 W-1 402 215 12 205 99 343 187 22
17 W-1 402 215 12 165 99 343 231 22 ^
18 W--1 333 327 12 238 97 288 254 22 V
19 W- 1 333 327 12 265 98 327 254 22
R 1. TOTAL NUMBER OF LOCATIONS = 1 (1
4 N6135. Y-190: TOTAL NUMBER OF LOCATIONS = 7 MMO
s.51. ?p,E W
�S,pp Y-1270: TOTAL NUMBER OF LOCATIONS = 7
W-1: TOTAL NUMBER OF LOCATIONS = 4
„- AVERAGE TILTED LAMP CORRECTION FACTOR APPLIED = 1 VV
36 44 Sa . F5 gx RR , 72 ' 1 '77 . 9.4 $ 1 as 4 V 1
PLANE : AREA
. ! . 48 . 71 ------------
POINT SPACING LEFT-TO-RIGHT = 10 ft
POINT SPACING TOP-TO-BOTTOM = 10 ft
3 . 33 . 48 . 6 7 ' 4 . - 4 F a "J ,, a _ 3 LOWER LEFTHAND CORNER OF PLANE:
X = 83 Y = 64 Z = o Development of
UPPER RIGHTHAND CORNER OF PLANE:
35 . 41 , 44 F 4 f , s 4 a X 445 Y = 380 Z 0
LIGHT METER IS NORMAL TO PLANE SUNCOR DEVELOPMENT
AVERAGE fc = 21. OF MASSACHUSETTS,
. 2.9 . 3 5 f ~ a 4 a a a 6 5 s . a 2 a MAXIMUM - 21.8
MINIMUM fcc = , 7
ALIMITED PARTNERSHIP
AVERAGE/MINIMUM2.99
=
MAXIMUM/MINIMUM 12.82
3 4F, . 27 .$2 as a 1 1 3a L -
TOTAL NUMBER OF POINTS - 324 130 Maples Blvd.
Suite 241
36 ., i_. ? 4
5 4 a PLANE : E.WALL- Springfield, )Ila. 01103
POINT SPACING LEFT-TO-RIGHT = 5 ft (413) 788-8068
POINT SPACING TOP-TO-BOTTOM = 5 ft
38 . 38 3
- - -" LOWER LEFTHAND CORNER OF PLANE:
4 X = 344 Y = 175 Z = 22
UPPER RIGHTHAND CORNER OF PLANE:
4 3.8 44 4 2 4 8 X = 344 Y = 242 Z = 24
i LIGHT METER IS NORMAL TO PANE �. ..
! AVERAGE fc = 14.06
4 3 4 52 6 4 71, MAXIMUM fc = 18.6
1 MINIMUM fc = 6.5
AVERAGE/MINIMUM = 2.16
7 .1
. 65 1 1 2 . 11 MAXIMUM/MINIMUM = 2.86 __.... �._.
TOTAL NUMBER OF POINTS = 14
U
i . 4.6 . 86 . 15 7 . 1 PLANE_ N.WALL- O
13 855 S . POINT SPACING LEFT-TO-RIGHT = 5 ft
F a a , . 4.6 . 6 9 11 . 1,, 6 POINT SPACING TOP-TO-BOTTOM = 5 ftLAIIRENCE S. LIEVII�tSON
LOWER LEFTHAND CORNER OF PLANE: Q A I A
X = 332 Y = 254 Z = 22
_ UPPER RIGHTHAND CORNER OF PLANE: W ARCHITECTURE PLANNING INTERIOR DESIGN
45 a a + F. _ 1 9 . � . 26 , 4 � , 63 X = 269 Y = 254 Z = 24
LIGHT METER IS NORMAL TO PLANE C�6 1 Jne Greenway Plaza Suite 880
14 3 - . 21 . 3.3 . 44 _ 4.4 AVERAGE fc = 9.45
W Houston, Texas 77046 (713) 850-7660
MAXIMUM fc 11.9 LJ
MINIMUM fc = 5.5 CHECKED BY REVi5ED BY: DATE.
AVERAGE/MINIMUM = 1,.72 V
3 a , 36 . 2 2 . 3 2 . 4.a . 3 R 3 7 MAXIMUM/MINIMUM = 2.16 �`"- wg� Q
TOTAL NUMBER OF POINTS = 13 w O REVISIONS REv. BY
Li W
. T7 33 » 3.2 . 24 18 . 26 . 31 . 36 31 3 W
{ CD W
2.5 3.2 . 35 . 2.9 . 21 . 32 . 342
d 3.4 , 2
, E.
-J
, 2.8 3.4 . 41 a ' . 3.5 . 2.8 2a "� 2j 3t °,4 . 53 33 2 1 ' , 28 . 31 3.3 .34 34 . 3E . 37 . 41 . 5.2 . 43 2a t- `� V / L(__ U
I r
. 46 54 . 59 . 48 4 . 3.7 . 3.4 ' . 31 , '.•2 , 34 , 37 . 45 4a . 2.9 25 . 29 3.2 , 3.8 45 . 46 a - , 45 5.5 . 63 , 55 , 4 I
j --
, 6.3 . 91 7.2 » 5.3 . 39 . 3.7 . 3.9 . 4.4 a9 44 . 5.2 05 . 68 . 41 37 . ' + 34 . 4 64 85 . 8 _
O
U
. 6.1 Y ' . 86 . 7.4 „ 5.5 . 4.3 o a a . 4.9 . 5.6 I . 6.5, . 8.7. . 9 , .9 .4.6 28 , 2.3 . 36 . 4 5 . 86 . 8 (W-1)FLOODS ADDED TO POLES \ CL
f I AT +12'-0" ABOVE GRADE
O Project No.
4 _. . 4 .. . 48 I . 58 . 74 . 8. . 8.1ll 1 • 71 j.2 . .9 3.7 . 34 I. 3 . 33 . 39 . 4 ? ` � i I -
C4 98435 -�
-
i
Date:
.3w4 3.9 . 4 1 . 4.7
- _: - 11-11 -1998
_ Scale:
i"= 20 ft- LA Project No. 97324.000
Drawing:
AC Walgreen Store Number 107-04595
POLE BASE - Walgreen Criteria Date July 1998
Cooper Ughting46.
CFC
1121 e1' 74 South
POOO
GRADE `"w aa' G"io W °°
770 - 4M - 4678
770 - 4W - 4WO Fax
09 1A
r nqN
Site Lighting
Photornetries
NOTE: For reference only: Date- November 15, 1998
see sheets AO.1, EO.1 for site lighting
layout, electrical cricuiting.
_RI ___ _ _- _ _ _
. ._..................._... ......... .. .. .... .......... . .. ......... . ............_._... .. ---. . . __ _ ........ .... . ... . ..... _- .. ..__.........._........................... . .. ...._..._.......... . _... .....................................-......... ........._....... ..... .....................I.............. ......__._ .-...._ ........ ................._... _.... .. _........... .. ....._........ . ... ........... _...._....._.__._._....._,................ ...... ......._._......... ................. .....- .. _ -.... ....... .... _ ......._ ......._..._ ........._ . . I. _.. _.. ._ _
..... ...
_....
LUMINAIRE SCHIEDULE
�s
_ -- . _._ _
LABEL QTY LUMINAIRE DESCRIPTION LUMENS I LLF SPIN
i.... . _ .... ; i
1R1 1 MHGP-100-MT 8000 .75 0
).
X-1 0 CS7162-29/CA40/BZ .. . ...... 40000 .75 0. :
Y-1 0 CS7162-39�CA40�BZ 40000 .75 0
. .._ ... .... ...._ ._ .. ...... ...__
.__. ..............._.. _
_ .. .
i Y-190 7 CS7162-39�CA40/BZ OPTICS ROTATED 90 DEG. 40000 .75 90 :
. . ..... . . ._ .. 1.
�Y-1270 . 7 CS7162-39�CA40/BZ OPTICS ROTATED 270 DE11-11G 40000 .75 270
.0 .0 .0 .0 .0 .0 .0 .0 .0 .0 D .0 . 1 .., ..1 ..I ..1 .-1 ..2 2 .J ..] J . { ..4 ..4 ..4 ..4 ..4 ..4 ..4 ,.S ..s •.6 ..6 ..7 .A .A .A ..e . 9 ,.9 ,-.9 1 . 9 ..e ..d . 7 7 J ..] 7 ..7 ..e .s ..6 S ..5 . . ! ] ..2 .. 1 ,., 1 + .0 .0 .o ._. ..._._ .. .... ... _. .................. .._. _ _. ..._ �� ..
Z 1 0 CS71649�CA40/BZ ' 40000 75 0
.0 .0 .0 .D .D .0 .0 .0 .0 .0 .0 .., ..I ,.1 .., .., .., ..2 ..1 ..7 .J ..1 ..♦ ..5 ..5 .3 ..5 ..e •.6 .s ..f ,.6 ..7 ,w ..• .A .1 .I .1.1 .1.1 .1.2 .12 12 LZ .1.2 .I .1.1 .1 .1 ., ..9 ..0 ..e ..e .-0 ..7 .-8 ..5 ..5 ..4 ..4 ..3 .2 ..2 .A ..1 ..1 ,.I .o .o .0 - _..... __._. ..... _._ _. ..... .. ..._....... ..... ..... .......... ..... ...... .. _.
. _ ..
Z 190 0 CS71649�CA40/BZ OPTICS ROTATLED 90 DEG 40000 75 90
,G ,0 .0 ,D ,0 .0 ,D ,0 ,0 ,0 .0 ..1 ,.1 ,.1 ,.1 ,.1 ,.I ..2 .-} ,.! ..1 ..1 3 ,.6 ..6 ,.7 ,.7 ..7 .A .A ..8 ..9 .1 ., ,1.1 .1.2 .t.2 .1.3 ,1.{ .1.4 ,1.5 t.S .1.5 ,ICS 1.5 1.5 1.5 ,ICS 1.1 .1.J 1.2 .1.7 .1.1 1 .1 ,.9 ..D ,.7 ,.° ..S ..1 ..3 ..J .2 ,.1 ,.1 ,.1 ..1 .0 .0ROTATED 7DEC. - - - - O
: Z-1270 0 CS71649�CA40/BZ OPTICS 2 0 D 40000 75 27
W -VI 75 : I
7 .9 .9 1 ., 1.1 .1.2 .I.] .1.{ t.4 .1., .1.5 .1.5 1.6 to 1.9 .IA .1.9 .1.9 .lA .1.9 .2 .1.1 .2 .1.9 .1.6 .1.7 .1.5 .1.4 .,.J .1.1 .,2 1.1 ..9 ..7 ..6 5 ..a ..J .J ..2 ..1 ..1 ..1 ..1 ..1 .0 .. .. .. .... ....... .. .... .... .._...... ....... ............... . ........... ..... .... .... ..... .. .. ........ ... I
.D .D D .D .a .D .D .a .D .D .., ..1 .,y ., ,., ..1 ..2 ..3 .J ... ... ..3 ..6 ..e 1 4 AMF4012962BRZ S : 40000 ' 0 ..
e�• _ _... . ... .__. _ __ _.._..__ _
4 3S, .._.......... ._...._.... _.._._ ............... ..._._....._..._._... _.....- -- _ _.............._....._ _
0 0 .0 .0 .D .0 .0 .0 .0 .., 1 ..I ,/.I , 1 ..2 ] ... . • 5 f ..7 ...6 ., 1 1 1 Z :1 I] .1.♦ .,-° .1.7 .,.9 t 9 I.9 1.9 .2 .2J .23 .2.a .2.5 .2.e .2.a .23 .7° .2 a .2.0 ] .2.e .2 6 .2.3 .2J .7 .IJ .1.7 ,I.6 .1.1 .11 9 ..7 s . S ... ..] 2 , , , ..1 .., 1 ..1
S I ' 0' _. _....... .. .. ........._...._.--- ----------._..........__.,... ....... ........._......._-- .__....... i
�d Id ,,D 2.2 .i4 ,25 ,z.5 ,2.5 .z.e .:e ,3.1 .is ,3.4 .3.5 .J.e .3.8 .!.5 ,36 .J9 .4., .4.1 .4 .!B .3A ,3 .2A .28 .2-4 .LI ,2 ,1.7 .1.3 ..9 , 7 , 5 ,.4 ,.J ,.3 . 2 , I , I . 1 . I ,.1 - - -- .
/n�
'o .o .0 .o .0 .0 .o .o ..1 ..1 . 1 1 1 ..1 . 1 ..2 ..: 15�♦ ,.♦ ..] ..6 ..8 ..9 .1.2 .1{ a 1 5 B I.......... ... ...... ......... .. .. ......... .... ....._.... . .-.- ..-...:
.1 .1 .1 1 ..1 ..1 ..1 . 2 ..2 .J . 4......3. f ..7 -.7-:....,L1 .1.6 .1A .1.9 .2.2 .2.3 .2.5 .25 .11 .3.3 .16 .15 .3.3 .ae •3-0 .4.3 .4.9 .4.5 .4.7 .4.9 .4.7 .4S .4.6 .S .5.2 17 .5.7 .4.8 42 .17 .3.5 .14 .12 .2.9 .25 .2J .1.7 .12 .A ..5 ..4 ..4 ,J ..7 ..1 ,.1 I ,., ..1 ...-_... .. .._. _ _ .-.__._- ...__._ ._..._. .__ -. ....... .___. - - - -
.0 D .0 .0 .0 .0 .0 . .... ...- -........_. _._ ...._.......... ........ .._....
.......... ............ .... .. -.. /
t 1 .{ 17 11 •11 .3.3 .J.7 .s.3 .4.! .w7:i 4.7 •w7 .4.7 .b.l .da •bi •OJ •• .f •6A .2J ,SJ .° .0.{ .0.4 .6.1 .so.. ..5.J .a.7 .wt .]A .1a .J.2 .1, .2.0 .22 •IA :a .3 ..4 ..J ..2 ..Z ..1 ,.1 •.1 •.1 .... ......_ .. ..._..................... . ... .............. .................. .... .............. ...
y
Jd i.. fl
D .t t .t .., t ,J .J ..t ..I ..] ..4 4 ..6 •.7 .A ..Lf...... �. .c..Pv.. >Z . , l....._.:m«.....: C i ? ..I. i
i
0 0 D 0 0 w..._.: •'1, ..... ......... .... ....... ... .........-
.o .o .0 .o .o t ..t ,.1 .., .., .., ..1 ,.1 ,.1 ,.2 ,.J ..♦ ..s .3 •A .1.2 .IA .33 .AA .i9 .J.3 .3.7 .16 j 4.1 .4 8 .52 .5.7� :a.7 •59 .a° .a7 .2 .fA .7.1 .Ls .to .72 .7.8 .al .7J 6. . .1 .17 . 4 . J . } .LI . A . . . . . . . .. ... _. ...... ._................... ......_....._..._. ....
... __.._........... .._ ..._._............ ......... ....... __._ _ . _
-- - - ....
--�
. B { 1 J a 1 1 A�� .6 .4 3 .3 .1 .t .1 .1
. ... ...... . . ...... ... .... .... :... ... ..... ...
1•
1 [
: :
��
•7.7 •LI .a♦ :,I1.S 111 .I .ne -'n l .L7 14A .11 ,JA .14 .3.2 ,3.1 .23 ,1.6 ,1.l 7: ,A ..4 ..3 J .2 ,.2 •.1 ,.1 ..1
I
I
o .0 .D ,0 .o ..1 ,.1 . 1 ..1 ..1 ,.t .., . 1 ,2 ..] ,.J ,.1 ..° .A •A •1.4 .22 <,11 •12 •7.3 .16 .16 .1.3 /5 .57 62 'U .7 7 A 9 O 6. �.j-1 .7.� .7., .7.7 I.
.0 ,0 ,0 ,0 ,.1 ..1 ..1 ,.1 ..1 ..1 ,.1 ,.I ,.2 .2 ..J ..{ ..4 ,.S ..7 ,1 .IS .0 117 .1] .J. .J.7 .4.1 w7 .55 ♦ 7.s .e 7.8 7. .7.6 ,71 .7.1 ,7 .7.1 .1.s .8.4 .9.2 •10.3 ' ,29 !,17.8 21.4 IJ.B •II.5 .95 ,f.7 .0.7 .4A .wl ,14 .SJ ,3 ,L7 ,11 ,,.5 .1 7 .3 ..4 ..4 ,.] ..S ..2 ,.I ,.1 ,.I
/ I:
; ! : Im : ,: ;:
,o .0 .0 ..1 ..1 ,.I ,.1 ..1 ..1 ,.1 ..1 ..7 .2 •.] ..J ..4 ,.4 .A ,.7 .f .13 .L1 ,4. .11 .14 .16 .4 •4A :55 . 99
eJ .8 .aS .a5 ,7.9 .7 .6A .D.9 .7 .1.1 ,7.5 .0.s .9.6 ,,t.e :,, 2 ,183 ,b.e •17.1 ,,2J .4A •fJ iSJ ,4 ,1] ,11 '•3 .iia .IJ .1.5 ,1.t A •.s ,.1 ,.♦ •.♦ .J .J ..7 ..7 ..1
i ... _
!
/ I i
.0 .0 .0 ..1 ..1 ..1 ,.t 1 ,.1 •.2 ..2 ..2 ..J ..4 ,A ..5 ..S ..6 .J .1.1 .13 ,2 i .3 .3.3 .14 .3A .4.7 .5.4 .6A .a, .L5 .8.7 ," .a7 .7.7 ,s9 .6-a ,6.6 .6.8 .7.1 .7.5 .L1 .8.8 .9B .11.6 .119' .15.9 .14.3 .11.1 .7A .a3 .1J .LJ .0 •SY' i..a... , !:S t..-.7 .13 .1.1 .0 ;•.• ..5 .S ..♦ ..1 .s .J .2 .2
,D •0 ..I ..1 ♦•1 ..1 1 1 ,.2 I ] ,.J •.{ ,.S ,.6 ..6 ,.f •.7 a .,2 ./.f .,! /.'23 7 J2 13 J.7 ,1.f ,5.♦ .6,2 .7.6 B9 .95 92 ,a3 .7.J ,7 ,6e .67 .7 .7.4 ,7J ,72 .7] ] ,6S .10.9 .12.7 .11.{ .6.1 .72 .b.• ♦4J .4.a .1 ,1S .L8 .21 .1.9 .I.{ 11 1.b ..7 ,.s 5 ,.S ,.4 ,.J •.2 .2 __
L ': i
,0 ..1 ,.1 ,.t ..1 ..1 ,.1 ,.2 ..2 ..J ..4 ..♦ ..S ,.6 ..7 ..7 ,J ..9 .,.1 ,1.3 ♦1.7/ •.2.6 •3.2 .3.6 .3.9 ,4 ,4.5 .5.1 .5.7 .6A .B.' .1G, .D.1 .7.7 .7.1 .6.9 ,0.7 ,aJ ,7.J .7.3 ,6A .0.s .6.7 .7.7 ,7.7 ,8.7 ,9.] ,D .7.5 .6.4 .a4 .1.3 ,1.9 .19 3.9 .3.4 ,3 .iA 1A 16 .1J .1 ,J •.7 ,.e •.S ,.{ ,.J ,.2 : : a !
{{
/ I
..1 ,.1 ..1 ,.1 ..1 ..1 ..2 .s ..} .J ..4 ,.5 ..s ,.7 ,.8 ..D 1 12 ,1.4 .1.7 .71 .2.9 •3.4 .3.o ,4., ,3.9 .4.1 ,4.7 ,54 .6.4 .9 ,9.5 ,0.5 .7.3 .6A ,6., ,6 .6.1 .6.6 .fJ .6.3 .SA .SJ I.6.2 .6.6 7.2 •7.6 ,7.J •6.] ,5.3 ,4.5 •17 ,14 ,J.] •32 •2.9 ,t.x.7.._.1•... � ,2.J .2.1 :�l.e 1.5 1.7 ..9 ,.7 •.6 ,.S ..3 .J
LUMINAIRE LOCATION SUMMARY I : i
-------------------------- : :
..1 ..i .., ..1 ..1 ..2 .2 .-3 .s ..a ,.S ..° ..7 .J ,1 IZ 1.♦ 17 ,2 .27 /2.S .2.7 .x.9 .].2 .35 .35 .3.5 .37 ,4s .52 .6 .7.1 .a .74 .0.a .at .s.5 .5.1 .11 .5.] .3.5 .5.1 .al ,5] .Sa .6.7 .6.6 .s9 .5J .47 .3.9 .3.J .22 .27 .25 .25 .24 ,2.5 .L ,2.4 23 �.1 .1.9 .1.6 ,1.] ., .J ..6 ..4 ,J COORDINATES IN FEET
- I
:�
.., .., ..1 ..1 ,] 2 ..] .J ..♦ ..5 ..a ,J a ., 12 .Ie .IA ,7.1 .L6 : : a
.2J ,27 .2.e ,�4' .3 ,.3, ,JCS .3A ,47 .5.4 ./,1 .Ls .EI .SS • •4.6 .43: •{1 •4A .4.3 .�-2 .4.1 y4.1 ,4.] - 45 .,4e .5. .53 .52 .45 ,4.3 .38 .12 .2s •2.5 .i♦ .rta ...•14... ,i.{.. ..,2. ,2.7 ,L3 . !t .: .1.6 .46 .0 .A ..7 •s 4 IRE (MING COORDINATES S
/ , 1. LUMINA A CO NATE I I I
.J .J ..4 ,.5 ..f •J .1 1.3 ,,.7 ,2.7 ,2.3 ,7A ,] .3 -3.1 ,3 •L7 Lf .L7 ,26 ,J1 ,3.6 .1 .I.f .A.$ .5.1 6L7 •4.4 ;.12 ,35; ,11 .a.{6 .12 .�.a .4 �J.S .JA 17 :,39 .4 .44 ,45 ,1{ ,42 .3B ,3.3 .23 •2J .2.5 .24 .2_4 .1.5 .24 ,LJ ,22 .2ll) .7 .1.6 ,1.{ ,1.4 ,1.1 ..8 ..6 4 -------------- ------_----------------------------------_---_------_- --------
1.1 ..1 ..1 ..1 .2 / : I ..
2 NO LABEL X COORD Y COORD Z CO ORIENT IL X Y
/ \ I j - 1 Y-190 257 319 32 180 0 257 319 0
I
.1 ..t ,.1 ..1 .2 ..: .J .J ..1 ,.f ..7 ., .1.3 .t.6 .21 .i4 .to .32 .a.a/J j1- .JA .11 .L6 .L� �...27 .7.D .s.,( ,14 .a6 .,e .J.9 .J.e ;aS .32 .3 .1A: .L2 . .S.• .. .2A j 29 .19 ] .12 4: .3.7 .3.9 •4.1 .{1 .3A .1! .] .i7 .2• .2a .26 .i7 .2.0 .2.6 .21 ,1 .1 .1.B .1.6 .1.1 .1,1 ..6 ,.7 ,.5 l
2 Y-190 333 327 32 180 0 333 327 0 )
` `
,�
` � \\ 401 215 3 99 0 401 215 0
., + , , ..2 ..2 .J ..4 .A ..6 . e .1.1 f s .1 A .22 .L .a .14/ . .;.; ,]s .3a .11 S Z,Y ��J\•;.9 .3 .3.1 •s.2 .].a .3J .3.2 .3 r 27 .2s : .2J .2J. .u .7�6 ♦2J .R.a .°J .22 .u .°s I 11 1R J a .3�7 .J.e .J.2 .zA .L7 .2-7 .L9 .1z .1J .,s., .z.7 .x.;' .z .Lf Le .1.4 .IS D 7 6
\ \ ... ..
,I 1- : _,
i
5 Y 190 156 102 32 337 0 156 102 0
3 Y-190
I
:.. . . '
/ , ', 4 Y-1 c0 1 74 22 32 _.. __
/ / .35 .4 .12 . .11 .4 .17 . .e .4 .29 .2 1 , .8 . ° . .4 .12 . 9 . . 6 ... .. .... ..........._....
• ; 3 J J 3 .] 3. ,L 1 , 7 2 0 174 2 0
It
., .., .., ,.I ,.2 ,2 ..] ,A ,.6 ,.7 ..9 .1.2 .1.5 .1.9 .2] .2.7 .]2 .jf . /;'.4 .]J .]A �. i / i-.:__.. ...::. i ' 6 Y-190 271 961 32 0 0 271 96 0 �..
:; ..t'... ': i�>� 1"......_ .'� " Y 1 388 102 3'' 0 0 388 102 0 I 1
/ " '' .].4 .6 6 .4 4 .5 11 .7 . .5 .1.3 . .2 . 9 s 1 270 _
A ..1 ,.1 ..2 ..2 ..2 .J ..1 ..s ..f ., .,.3 .,.e .2 .24 .3 .aS,.lr�, .a2 .7.• .lf: _ -
/ r,!: _u- :W .a...- - - .. ««x.. .�.•.-.-.• - - -- ---1 Q -12 70 333 327 32 0 II.
.. _.-..............._-"__....__.._............_...__.._.......___......_....._... .� w +•4.awll s a J , 1s 17 a 3 3 2J' 1 , 6
,«•,.., w...w•s.,.w
. 32 0 0 257 319
F- _' ---------- -- -- ---- - -. . -- _- -- --
e 8 Y
t ,.t 1 ..2 .2 J .J ../ ,.f .w .,., ,1.4 .1.8 z2 .2.f .1J a4' .i !'. .1° .17 .,ai -- _ ..-- --- . J . .6 .1 . . 7 . A .3.9 .4 .7 , • , .7.1 .7 4 ! I ,.9 -
.. i 32 2083 0 401 215 0
: .......... ............._..............
_....._............................................. - ...__......._.__._._...._.__........._......_..._... _........................_......__. I 90 Y-1270 388 102 32 180 0 388 102 0
1 ] 4 18 1 J '3 1 2-0 1 1 1 : ] 6
/ Jj•7 , _ \ `1 •1 ,4.♦ ,42 ,J.f .19 .It I ICJ 4.1 .JJ •3.J .2.5 1.6 1.5 1.2 1 9 7 •.6 �l
.1 ..1 7 .2 •2 •.J ..♦ .3 ..6 ,.9 ICI .1.5 1.9 ,ICJ .2f .14 .3.s )(wZ' .42 .6 .,7 .19; I :
/ I 12 Y-1270 271 96 31 180 0 271 96 0
13 Y-1270 156 102 32 153 0 156 102 g
I \ 1,� .J1 ,3e .4.] .4-4 .4.2 .4-3 .49 .5 . S .39 .14 .27 ,Ia .15 ,12 .I . 9 , 7 ..e 14 Y-1270 174 221 32 59 0 174 221 0
\` •i 1. t.I 15 R 1 263 151 10 270 0 263 151 0
..2 2 7 .2 ,.J ..J ..4 . 5 ..7 .I .1 3 .17 .7.I .2.7 .,J .3t a ,J1 .,J 4A .IS .13i ,,
/,
•.2 ,.2 ..t ..2 ..J ..1 .3 ..0 .A .1.1 .1.5 1.9 .2.4 .12 .a .1'.a /,S2 5.7 .54 .49 .46 ,4.1 \ i f_... ' .2 .3.5 a.l .4.7 .51 .5.S .B .0.2 1 4.1 .16 J .2.7 .1.8 .1.3 I ,.b ..5 ,.5
i _ 16 W-1 401 214 1 2 205 99 342 186 22
.3 2 ..] ..3 .s ..4 .3 ..7 ..9 .1.2 ./.° .11 1.8 ].e .4.7' .5.4 .L6 a.5 .5:1 .5 1.5 I .26 .33 .4.J .s.a ,0.I .67 7.3 ,a .�I .51 ,4.2 .3.. ,2.6 .1.5 .14 ,t ,.6 ..6 ..5 17 W-1 401 214 12 165 99 342 230 22
I 1. 7 18 W-1 333 327 12 238 97 288 254 22
bt +?j I 6 s zs ':i to n., se 4 .♦ 21 5 e a 19 W-1 333 327 12 265 98 327 254 22
.3 ..] ..J ..3 ..4 .3 ,.a •A .1 .1.3 .1.7 .2.3 .33 .4.] .al .6.3 .a .7.4 .7.S .6.5 .w7 '�� t 1 t a
,.. ... . • s • J .J .1.1 .,.4 .1.6 .2.0 .1{ .4/. /.57 ,6a 5 79 7 a .e l , i "� /-_• I .7' •Itl .a2 .1,A .134 .11.3 .54 .55 .4-. !3 14 .17 .IZ A . a ..5 R1 TOTAL NUMBER OF LOCATIONS 1 i I l
L_07
/ ; T. 'v' 1 ' ,"/, /,7 " A % , I - Y-190: TOTAL NUMBER OF LOCATIONS = 7
r. ; !.•t / / / 1 j I .2 9 6 7 0.4 . 4.3 . .3 ..9
s .5 5 5 S 6 e 9 ,1.1 .LS ,2 .2.1 .1s A.9 ,6 , .7.7 ,0.3 ,U ,01 ;y 7 .LI , ,.! ' `•,. -•"\ . , t �_. `... -\.. �'), - '/•• ...i; 1
+ I / , 02 ,z] *ILI ,� oe 7 s
. 7 _ .-
t n, 1 I
/ JJ 6.3 .6.7 ,,i2 .IL. .2o.t -0 41116, .1 9 1J 716 ,J 5 Y-1270. TOTAL NUMBER OF LOCATIONS 7
,.6 ..6 ..6 ..6 6 ,.7 ,.B 1 .12 1.° •Lt .Ls/.0 .4.9 .D 2 7.0 ,d1 ,2.7 .b.l :?. .{ .. i
i
..] ../ ..7 ..7 ,.7 ..7 ,.D .1.1 .1J .1.7 .2.4 .364 '/18 .4A .a9 1.b.tl .7.5 .7.0 .7.7 ,7.7 7.1 .17 1 � , 855 S . f . • � .2.D .4.6 ,8.1 ,0.J .11 .119 0.7 .14.6 ,ae .s.6 .4./ 1B .2.7 1.0 1.3 ., ..B ..6
W-1: TOTAL NUMBER OF LOCATIONS = 4
•25 .46 ,5.1 ,68 1 .10.1--.-.13A -.12A- .LJ Sa 4a 3.5 .75 lA .,J •, e 7 AVERAGE TILTED LAMP CORRECTION FACTOR APPLIED = 1
•.D ,.9 ..e e e 9 .1 1.2 .1.5 1.9 •L 7 •3] •J.9 R .♦A •5 5] .6.2 •0.2 .5.9 5° .5♦ •1.{ , -
!1
J
,1 ., .1 .'s ,.a 9 1 1.J .ICs .L1 .2.8 . J • •4.3 .7, 4.9 .5 SI 4.9 .46 ':42 ].6 { i .22 •!.2 .42 S.a .6e .7D Q2 9.1 ,a 1'5.9 5: 1! 1! 26 t9 14 1.1 ° . a
♦ .
/ I F . = Igo
I 4 I
1.1 .12 .1.2 .1.1 .1 .1 .1.1 .1.4 ,1J .2J .Ls :73//�12 .♦ f4;3 .12 .w1 •4.4`., __.____ ! • F . • I .1.° .2.5 .14 .4.5 .53 .6 .6.4 .6.7 .6.e `1.1 ,1.6 .♦ .11 ,2.6 I° .1.4 t.t 9 ..7 -.
/ I ! r
• } il` t 18 .7.2 .2fl .S.fi 45 .4.0 .5.3 .5.4 .54 4.6 •4.2 .3t 3.5 .2.7 ,18 .1.1 ,1.1 9 . 7
,1.2 ,1.} .1.J .,.2 •12 .1., .12 .1.5 .t s .L! .] /.].1 .17 :';' ,of .17 q i(\ i I I..l' I I I
// v I i f �I i 1
III :I I ,I LB ,2., ,2.6 .J] JD ,4.J 1.5 12 .1] 4:1 .3s , 17.:.',13 .2s ,ID .1.4 ,1.1 ..9 ,.7 STATISTICAL AREA : WALGREENS
// // ;
1.J LS .13 .l.a .1.4 ,1.J ,tJ .1.3 .2 .26 .1/ .4t. .l6 34 .1 .14 .15 3.s I - ------------------- ----
/ I ]7� I ( I ij 2 ° 17 is .9 .1 .1 7 = .
i .D ,7.2 .1.s .1J 9 4 .4
,L1 1.6 ,1.) ,1.7 ,1.6 L5 .LS .1.5 .2 .2.s /..7.1
' /x,3.6 .18 "9>V5 .1s .a7 ;.,17 i ;)I i MAXIMUM fc = 21.4
• , , 19 Ja 3 , 1 b AVERAGE fc 5 18
a[A ) E..
/ \ \. ;N
,21 ,2J .7.7 .3.] .4 .44 .41 ,J7 ''si .].5 .11 ,2.♦ .1.9 to •,., ..0 ..0 MINIMUM fc 1.8 : I f
,.] .,.6 1.6 /.6 .1.6 1J •1.7 .1.s .1J/•L1 •L7 ,!.1 3 •�:Y SCS] .3.f .17 I I i; I
I i
/ \ i I AVERAGE/MINIMUM = 2.88
`, ' ,22 ,2.6 ,28 .12 ,3.7 .4.1 .18 ,15 .14 .14 3A .1f .3 .2.3 ,Is .1.3 .1.1 .I ..b MAXIMUM/MINIMUM = 11.89 o i
.1.1 .1.3 1A .2
z.1 2 .,w .,A .s :'y ;t .2.6 a7 za. 3.] 1s �,�+ ! I TOTAL NUMBER OF POINTS = 1344
........_.................
�\ ' : / n
/ r ( v J
.9 .12 .1.7 .: .22 .L2 .22 .2 .3 4{L// u .2 :.92.. .9.3.. ♦> .32 .13 .3J .3 .L° .2.3 .1A ` .z.e .2.e .3 .s z .3.5 .3.7 .a4 .3.1 .] .3 .19 .2A .2., .t.7 .,.4 .,.z .,.1 .+ /� i
i (, J
it I i
,,
/ .2 2 3.1 , ill J, ] 1 aS S 12 2.6 2A .2A . A .2.4 .22 .2 .IJ .Iw .1.1 .,J ./.] PLANE E.WALL
,.7 ., .1.4 .IJ .2_2 .2./ .2J •u; . ' .Z.y:: , 2y1 -2f7 .11 .14 .JCS .]J .T9 .25 .21 ° ................................................_................._.................. . . . . ------------------
. ................ .
J 1 1 s Q
'�� I � _..._.. ___.... .13 .J.4 .16 .16 .17 ,15 ,3.1 ,2.7 .2.4 .La . .L1 .2 ,t.$ .1A .1.7 .1.7 ,1.6 ,13 POINT SPACING LEFT-TO-RIGHT = 5 ft
% ------ --'-- --
.J .12 .1.6 .22 .L5 .27 .L7 1115 / 4 ,2.2 .7(1 \, . .32 .33 .3.6 .15 ,12 .z.7 .L3 :L.._..::::::_._:__::,�._f__ __......_.......__..._...._..._._._...._....___...__. _. R 1 5. .....j............... .....__ __.... ... ._._.- _........... . ...... ._-...f_.. POINT SPACING TOP-10-BOTTOM = 5 ft I ;
° \
�.., ........... _
' I ''L_ ` i 6 17 1e 9 16 1 2a 2 2 b A b s 9 8 L A
.A .1.1 .1.6 .11 .Lf .11 • ♦�♦32,; .LD .2. .:2.6 .Lb . _.. l2 .li .a7 ,19 .a7 .3.4 .11 .L7 •i:4-- „11 .I I .e 8 .6 .2.J .4 .5.1 -9 .55 .J .2.7 . .9 . -1 .2.3 . .7 .9 .29 .3 •3 • .....____._._._._...._....__....._....[.....__ • • � • • •
I
6 ;; , ,1 , 3 2! , z z z 3_.. .1, .1, 1 1 4 3 a u , , , , , , , OWER LEFTH ND CORNER OF PLANE:
/ I X = 344 Y = 1 75 Z = 22
` ,,., .},, .. ,/ •4, .s.• ..s u •u .4.7 a,a. .,:.. '...:.2 .L1 .22 ,22 •2.1 .2.1 .2., .: GHTHAND CORNER OF PLANE:
.` // /,/," J.2 16 1.7 4.7 1.3 a2 .♦ .37 .34 J.1 .2.1 «L7 .2{ .2J ,7., .2.1 .2.2 .2] .3 ]e .4.9 .4.5 .52 .49 .3.6 .2.p .27 .22 .L4 .2.7 ,] .].l .7.1 .lw .]A .17 •a7 UPPER RI t W
..s ,J ,IS .1.6 .2.1 .2A .a7 .a7 - ./.7 .a] s .i.A . _ _ _ : I
X 344 Y 242 Z 24 W
..7 .1 .,./ .1.9 .2.] .L7 .al/ '.17 •ab .Y7 .♦ .V .1.0 51 5] S6 .17 41 ]A ,37 ]s .14 »12 .3•', .7.7 .2.6 .2-0 .23 .2.4 .27 .12 ,].9 .4J 5.9 ,4J .46 .3! .2.7 ,2.5 .25 .2.7 .3 .13 .3.3 .3A .4 ./.2 .4.2 .4.4 .4.5 .1.6 .45 .4] .a.a .5 ,53 .Se .3.7 .s M1 %: 3A"-- ;J .2.6- .2;7, .7.a .2.1 .2a .L{ .2.J .21 LIGHT METER IS NORMAL TO PLANE (�
I
// �' ` I = ,
z
A .L] .IJ .2.3 .17 ,7 .43/ .1, Caw 4`4A ':L7-....LI •D.e .DCS B! .54 .4.7 .4: .1° .1.r ,17 .a7 »3.e .15 .,3 .3.J .3.3 .aJ .3.1 .a2 .,7 .1.J ♦.7 .5{ .17 ,IJ .4.�1 .as .al .L9 .J.1 .JJ .14 .1s .,1 .1 .w3 .ws .4.1 .5 .s ...1 ...] .s.l .s7 .6 .LS .z2 .L3 .5 .4J .a3 .12 I.Js .3s .1, .Le .:.J .2 AVERAGE fc - 14.31 S
/ ' 1°;
/ / !: MAX IMl1M fc - 19..
•1.9 .5.1 ,5.7 ,6.1 .6.B ,7A .Lk. :2 -- .4A . .4 -.19 � 15 :.3.7 .17 .32 .ZS .LI ,1.6
/ ` 1 LTJ
,1 .lJ .2.2 .J 1 .�i3/ ].J ,12 1.4: •LI .63 .La .7.f .e.4 J2 •SA 51 ,1.4 .3A •3.5 .15 •10 ..J.7 •1e •19 1.1 ,w4 ,4.1 .3.f .{ ,1.5 .5.1 ,SS .a5 .7 •5.9 .5 .45 .}.6 .15 .3.a •]A ,JA .16 .1s ,17 .&v .4 .4.4 •4.7 .3 MINIMUM fc 69 ^ W
/ :�- • ,, AVERAGE/MINIMUM = 2.07 ; I 1 I W
/ - ; i
' -" ,7.0 .L1 ,0.4 ,4.7 ,J.6 .3.7 ,16 •JCS »3.6 3.9 ,4.2 ,4.7 ,5 .4A ,4.6 ,4A ,5.3 .5.7 ,6.5 .8 .0.7 .7.1 .5.7 .5 ,4.6 .a2 .4 •42 .4 .16 ,3J .13 .3.3 .14 .S.7 .4.1 .4.3 ,4.7 ,5.4 .5 ,6.5 .72 .L4 .&8 .L7 .6A .a2 . .4J 3.7 13.4 .J.1 .LB ,2.4 .lA •1.4 MAXIMUM/MINIMUM 2.77 ; cr1
1 .1.6 .23 .32 . /16 .14 .4 .4.4 : .a2 .L7---.,7.• .f3
•'J I TOTAL NUMBER OF POINTS = 14
1/ jJ;
,1 .1.° .2.1 ,3 .�.I/-.)�/ .}7 .4.: J T.as .sA .7J .L4 .a .0 .zf .as .as .aA .4.2 .4 .4 s.9 ..l.7 .]A .a.2 .49 .a9 .4D .s .5.s .s.° .6.4 .7{ .D.1 .,o .e .a/ ,54 .4.9 .4./ .3.9 .3A .18 .a3 .11 .3 .} .l2 .a6 .3.0 { .4S .5.3 .i.1 .fi9 d1 .6J .L6 .'>.9 .a4 .,s.J .4s .s6 J.7 ,a .19 .2A .,.s .i./ "�'
/ 1 �� ; -� Q
�Q_
'/ 7 l:7 1 5 .a 8 b S.1 .♦ 6 .fl.1 6 J .{ . .4 • ♦ . J .L6 11 .3 .17 • . 2 .5.a .B1 .9.6 .a6 ♦ ♦ . A .5.4 . .6 .]2 .Lb .2.6 .2 ./
•' .l6 7A 6-4 s.a 41 ,4 ,4 ,4 .4 4 59. B 72 B ,9, ,8 7 a2 4 ].f 1 .a1 ] ♦7
,A ,1.5 .2.1 .Le .0 . ♦ /lag ./.3 •2;: .a .7.2 .8.1 -..a4 •Lf .1 . .♦./ •{.a • » � : ------------------
4 / s, e a e { + aJ , PLANE N WALL Q /Q/� _
/, �// ` ` i V J o
,A Cts .1.7 .11 •2A j."Y .af .{ .{.• �...A >.♦ .e ,0.! .0.4 !J ,a.! s.5 .4.f {2 4.3 .4. '"".4J .t ,4.! .4J .4A i5 .5 I ,5.J .s .0.a .7A .aa .0.° .6.6 ,a-5 ,7.9 .0.4 .51 .4f .3� .is .''12 .11 j3.2 .11 '.0 .JAI •J.9 .Ii .LJ .1.6 .5.] .5.9 .6.a `d .° ._}) .7.6 .7.6 .a ,53 .47 ..�3 .1J .11 .3 .1! .1.6 POINT SPA'.ING LEFT-TO-RIGHT = 5 ft
// Y 1 i I 7 1 POINT SPACING TOP-TO-BOTTOM = 5 ft
,.7 .1 .1.1 .1.7 .Ll .2J .3.2 .75 .Ix SJ e a 41 7.5 179010. 13 .s.s .se .3:• .3. .3A « 9 .4J .w7 .47 �.4J .4A .53 .S. .65 ].] .9. .9. .6.. .e .76I a.5 .53' .4.7 I.
.is .J.6 .3A .3a .13 .15 .4t' .4, .4i .4.J .b.6 .5., :SA .a. 6 \' ,t �- .4/ w61.a1 J�� J4 .13 .aJ .La .1.° LOWER LEF7HAND CORNER OF PLANE: )
X = 332 Y = 254 Z = 22 ` I
„ « ....... 7J ]7 .4:1 ,3A .•17 .].f 43.8 .3.J I .13 .lf' .16 •37 .w�14 .15 '.4A .5.3 .a7 .62 .62 .62 . 7 .s' .43 ,/.1 ,17 .35 ,12 ,J ,29 ,22 .1.4 U RIGHTHAND CORNER OF PLANE:.A .A .1., •1J .IA .2 .Ls .3 .3.e .44 ,5.3 ,56 ,0.5 -"'�:,�f.] •0.8 .9 .s.6 .39 .3.7 ,17. _. __ - - _ _ _ _9 Q'� 1. PPER I, I .r . ..... t7.
J ..,A .' 9.4...... ii ......,. .._.. . .5-3 .5.1_. .5/ ...,�:♦ .5 .4.f .4 2 .39 .].; .].5 4.,1.4::::..,:3.3-.-..3A..._...4....-._7•.P. .1r _._4:2 .... __.............._. . .7 e 4 .5° 3 7 2 . f s .6 4 .2A .to .Lb .a .'l.•s . ._ _.__. S 5 2 7 4 e 2s 1J ,7 2 LIGHT METER IS NORMAL TO PLANE _. .1.4 .w7 .SJ SB 0.7 6 0. a , w 4 4 1 1. .] ], _._; ,,,5
....
[ -.___...
•.S •A ..7 •A .1- ,:f.7 .1.4 .1.7 .22 .2.7 .]J .JA .41 .u .42 .42 .42 .4.2 .{ .J.D .3.7 .16 .3.2 w i*' .3 .,] .12 .13 .J.8 .19 .4 .4.2 .4 7 .51 .5,4 .5.J .52 .4A .42 .3.8 .17 ,3 7 .14 .11 '.7... .!.7 •Li._..;Z2 ;y,.._.t.2A.._..v2.8......L_..4 31,_,,,.,.3,1.._-...s 11.._..37.....17^ .3A._._�.3.6.._....3.1......3.7 .3 J •.2s .ie ,2� .2 1:! .2. ,2 .t. .1. _ .
AVERAGE fc 9 45 � i
��/ MAXIMUM fc 119 I p Q) '!,
..4 .3 ..a ..7 ..a ., .1.1 .1.] .1.a .2 •2.4 .2.7 .7 .32 .17 •].♦ .17 .].e ,17 .10 .J.] P zD »2.i .23 .2s .2s .27 .20 .]s ].3 .3.4 .J7 ,41 ,4.2 .42 .41 .l.e .34 .].1 11 .] .L7 .u .2.4 .2.1 .1.6 .1.7 ,1J .: .2.1 .2./ .2.i .2.1 .0 .0 .0 .L7 .L .17 .2A .L3 .it .2 ,1.f /(7 16 1., .1.2 ..9 ) MINIMUM fc = 5.5 I '
AVERAGE/MINIMUM = 1.72 i , U I
.2, .2.3 .24 .2.5 .2.7 .2.9 .3 .31 .2.9 .1.7 .2.5 .7.3 .21 .2.1 .2 .2 .1J .1.4 .1.4 .1.7 .1./ .t5 .1.6 .13 .I.5 .1.4 .1.6 .1.7 .1.8 .1.9 .L9 ,1.f .1A .1.f .iA .L{ .1.3, .1.2 .12 .1.1 ..e 7 A =
s :
.A ,.4 . S . a ..7 ,A .A .1 ,12 .1.3 ,1.7 .1.9 .11 .0 .L4 .2.7 .li .11 •11 .12 .J.3 .al .2.5 »2 .19 .1.9 ,2 ,1 TOTAL NUMBER OF POINTS = 13 , L..Pf...)...Ct....No............._.......... ................
MAXIMUM/MINIMUM 216 i i I I
..J ,.4 ,.4 ,S ..5 ..6 ..7 ,J •A .1.1 ,12 .1.4 •1.6 .tA .t.7 .to •2.1 ,2.3 ,21 ,25 ,2.8 .2.3 1.9 ••L6 ,t.4 1.1 ,ICS I.B 1.6 1.7 ,,.7 1.8 ,,.9 ,2 •2.1 .2.1 •2 to ,1.8 1.6 16 1.5 1.4 IA •1.4 .12 .1.1 .,.1 ,1.1 1.7 .+2 .1 1.2 .1.2 .12 .IS 1.3 ,1J IA .1.J •13 .1.2 .1.1 .1.1 .1 .1 •A .A •.7 ..S ,.S 0'e `
984355A I
,.} ,J ..3 ,.4 ..4 ,.S .S ..° ,.7 ,.e ,A .1 .1.1 .12 .1.3 .1.4 •13 ,1.7 .,.e 1.9 ,1-0 ,,.6 .1.4 .1.2 .I., ,1., .1.2 .1.2 .1.3 .t.3 .1.J .L3 .1.4 .1.5 ,,.5 •1.5 ,1S .1.4 ,1.J .1.2 .1.7 .12 ,I.1 ,1.1 .1.1 .1 .A ..f .A .1 ,t ,.9 ,.9 ..9 ..9 ..9 ,A .1 1 1 ,.9 ,s .A ..8 ,.e .A ..7 .A .A .3 ..a ------------------ .. .,__ ...-_ ..__..... .. .._.._......................
PLANE • AREA
i I Date: I
.1 .L1 .,., 12 .IJ .1.3 .1.J .1.1 .1.1 ., .A ., .+ ., ., ., 1 .1 ., ,1.1 .1.1 .,., .,., ., ., ., ..b ..9 ..9 ..9 9 .-a ... .w .A .A ..8 ..7 ..7 ..7 .A ..7 ..7 ..7 ,.7 ..7 ..6 ..7 ..7 ..7 ..6 ..6 .A .3 .3 ..♦ ... -TG-RIGHT = 5 ft i 10-01-1999....._.................................
..3 .J ..3 ,.3 ,.S ..J ..4 ..4 ,.S .A .A .A ••b .J "'i
POINT SPACING LEFT I
POINT SPACING TOP-TO-BOTTOM = 5 ft
•.I .2 ..2 .2 .1 . J ..] J ..4 ..4 ..S ..f ..7 ..7 ..° .A ..9 ..9 ..9 . D ..9 ..a .-0 . 8 ..e ,.8 ..a .A .A ..a .A ,.a . a ..7 •.8 .J .a 1.7 .A ..a ,.7 . 7 ..7 ..7 .J . 7 ,.7 ,.7 ..7 ..7 .A . 6 .3 .A ..f .5 ..5 .3 ,3 . 5 . 5 . 5 ..3 .-5 .3 . 5 ..4 ..4 ,.4 .J ..3 LOWER LEFTHAND CORNER OF PLANE: i I Scale: No ScocE
X =-28 Y =-33 Z = 0 : ; T"-=--� ft. j
..2 ..2 .2 .2 .2 ..: .2 .J ..J ,.J ..{ ,.4 .3 ..0 ..8 ..7 ,.7 ..7 ,.7 ..7 ,.7 ,.7 ,.7 ».7 ..7 ,.7 ..° .A ..6 ..6 ..6 ..6 ..a ,.5 ..5 ..5 ..5 ..5 ..s ..e
..6 .3 ,.6 ..6 ..a ..0 ..e ,.6 ..B ..S •.5 ..3 ..5 ..{ ..♦ ..1 ..♦ ..{ ,.a ,.4 ..4 ..J ..{ ..1 ,.4 ,.{ ,.4 ,.3 .J ..J .J UPPER H - R - E. _...........__..
PPER RIGHT AND CORNER OF PLAN `
X 558 Y 625 Z 0 Drawing: I
..2 .2 ,.1 ,.1 .., ..2 ..7 .2 ..: ..J ..J ..J ..♦ ..4 .3 .3 .3 ,.i ..S ..5 .3 ..° ..° ..6 ..6 ..S ..S .A ..5 ..5 ..5 ..4 ,.4 ..4 ,.4 ..4 ,A ..4 ..4 ,A ..4 ..5 ,.5 .3 ..5 ..s .3 ,.5 ..5 ..4 ..4 ,.4 ,.4 ,.4 ..1 ..J ..] .J .J ..J ..J ,.! ,.3 ..J ..J J ..3 ..J ..J ..2 ..2 LIGHT METER IS NORMAL TO PLANE _ .___._. ..
I AU I
AVERAGE fc = 1.18 i
. MAXIMUM fc = 21.4 Cooper Lighting CFC
Applicat-s Enyineeriny i
MINIMUM fc. = 0
1121 16yhsay 74 So�tf1 !
AVERAGE/MINIMUM = 0 Peocht7se City, Georylo 30269
MAXIMUM/MINIMUM = 0 770 - 486 - 4581 ;
TOTAL NUMBER OF POINTS = 9661 770 - sea - 1se9 Fox
e-moil:
o pplicohons0cooperlighling.com i
I
I
i
-� If--_.
1
PLANT SCHEDULE PARKING CENTRAL BUSINESS DISTRICT ZONING
TREES
REQUIRED PROVIDED REQUIRED PROVIDED
v1
QUAN. NAME - 130TANICALf COMMON a1Z.E PUBLIC/EMPLOYEE AREA 12,003 S.F. 1/150 S.F 81 63 MINIMUM LOT AREA (S.F.) 12,000 89,985±S.F 0``� / 4-1
18 ACER PSEUDOPLATANUS 3 112" CAL STORAGE 1,852 S.F. 0 0 MINIMUM LOT WIDTH (F.T.) 1100 245 c
SYCAMORE MAPLEMAXIMUM PERCENTAGE
TOTAL 81 63 LOT COVERAGE BY ALL BUILDINGS 25 15% 9�s bOSTUN SCO O (�
/
SHRUBS HANDICAP 3 4 MINIMUM DEPTH OF FRONT YARD 30 75t T�L/�
QUAN. NAME - BOTANICAL COMMONS MINIMUM WIDTH OF SIDE YARD 10 57t sl
MINIMUM DEPTH OF REAR YARD 30 70f
78 BERBERIS THUN. ATRO NANA 3 GAL. CONTAINER N'AXIMUM HEIGHT 30 28
CRIMSON PYGMY BARBERRY 4AXIMUM HEIGHT OF FENCE/BOUNDERYS (FEET) 10 10 O
1* 12 JUNIIPERUS CHINENSIS SEA GREEN 3 GAL. CONTAINER
SEA GREEN JUNIPER
a_ n
PERENNIALS
QUAN, NAME - BOTANICAL/COMMON
PERENNIALS * IN B-2 ZONE = 54,827 S.F. �AN�� 51. LOCUS �{
AREA IN B-2 EXTENSIONS = 7,885 S.F.
:•? 45 HEMORACALLIS STELLA D'ORO 1 GAL. CONTAINER * AREA IN R-3 ZONE = 27,273 S.F. v�
REPEAT BLOOMING DAY LILY TOTAL LOT AREA ==89,985 S.F
0� / ct
LOCUS MAP
r _
N.T.
S.
TR&6]c CONTROL "l4L.S;
1 . THE INSTALLATION AND CONSTRUCTION OF ALL TRAFFIC CONTROL
SIGNS SHALL CONFORM TC THE REQUIREMENTS SET FORTH IN THE O
l
NOTE . } e i "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES".
STAKE TO FIRST BRANCHES C
AS NECESSARY FOR 7 STOP LINES ARE SOLID WHITE LINES TWENTY-FOUR INCHES WIDE.
FIRM SUPPORT
4.4i WHEEL CHAIR£ e�2 RAMP (TYP) OR RUB ADJACENALL NOT T 2' X r" HARow000 STAKES 3. PARKING SPACE MARKINGS ARE SOLID WHITE LINES FOUR
P
ROCTOR STREET TRUNKS OR BRANCHES ao la,DRIVEN FI THE A GRJIMUM Of INCHES WIDE
0 PRI INTO THE SUBGRAOE
�\\ � PRIOR 'TO BACKFILLING/ ZONE R-2 � _� 4. CROSSWALK LINES ARE SOLID WHITE LINES, TWELVE INCHES
^� 2 STRAND 12 GAUGE GALV. WIDE AND SPACED EIGHT FEET ON CENTER.
�� N6 • �� - PROPOSED TWO WA` NRE 11MS OSAN 6ENCOAAD
Q 1 REPAIR AND RESET BOSTON TO PUTNA.M }� wuLc►,-� FROR�rVBTBaEPRoMf�s AKE 5- REFER TO DETAIL SHEETS FOR ARROW, HANDICAPPED PARKING, t,v
4 �\ '� J WHEEL CHAIR FORM SAUCER WITH 2 SIRE SUPPORTS SHALL BE
551 <- R15.0' WHEEL CHAIR GRANITE CURB STRIPING REQUIREMENTS, DRIVE THRU ETC.
\ RAMP (TYP) MAXIMUM ALLOWED RAMP (TYP) WHERE REQUIRED ( WHEEL CHAIR 3' coNnNucus RIM - usFD ON MAIN STRUCTURAL rn
PER ZONING ORDINANCE _ _ -- BRANCHES `/ L
- / _ ' c rEER & PLANTING MIX
2 .9�, - N 38'26'26' E 190.95' _ PROPOSED 5' CONCRETE SIDEWALK WATER x TAMP TO
_ Pi MOVF LJF F'lWw.FTS
� i
IT ED 51' ED ® ® m m ® ED ® ED Q 'JN }- -�
'LIMIT OF PROPOSED1 I / j Z2 X BALL DIA.
5' WIDE Development of
E MIONUMENT
4 � SIDEWALK / , I z-1 rn 11 Q1 �/ TYPICAL TREE ST,AKIN(- SUNCOR DEVELOPMENT
'C I I O C N p SCALE NOT TO SCALE
� Z-1
R15.0I OF MASSACHUSETTS ,
Z-1 `- R5.0'� 9 (TYP) R10.0' `� I
REPAIR AND RESET LI�MI ED PARTNERSHIP
Q I I I I 14 GRANITE CURB
24' _ --- WHERE REQUIRED
� ,1 - LIMIT OF HEAVY DUTY --- � 130 Maples Blvd.
BGRADE
74 9 ASPHALT PAVING ,TAh,E FO :IRST BRANCHES t
AS NECESSARY FOP Sui a 241
FIR►/ SUPPORT -2• )X Z' HAROW000 STAKES
i 1 _ REPAIR AND WIRE SHAD NOT TOUCH r�G� DRI\VIN FIRMLY A MWIMUM OF Springfield, Ma. 01103
/ ^ -�: 8•' INTO THE SLILLING
(Xt RUB ADJACENT ----� PR,COR TO BACKFILLING
(4 3) 788-8066
REPLACE EXISTING TRUNKS OR eRANcrEs
- STRAND 12 GAUGE GALV.
'J R2.0'� CONCRETE SIDEWALK � a- �IxcH -1 � W RRUBBER HOSE 6-9 •
70.2 ' / 24 (MIN ) FORM SAUCER WITH
N ; L `, 3" CONTINUOUS RMI - FFR pI TOP �F STAKE Lawrence S. Levinson A.I.A.
I I HARE SUPPORTS SHALL BE �
Z .� \ �1 � CIO �' !-; y1RANCON MAIN STRUCTURAL Architecture Planning • Interior Design
X O '/f -- - 0 SPECIF1Ec PLANTING MIX
N Z �� %//1 19.. 0.0' I ' ri Ll' II, WATER do TAMP To - One GreenwayPlaza i
O N ///AJ 1 ( J 1l I REMOVE AIR POCKETS NOTES' Suite 880
rn O O /�.f 4.2 i 1
z z 7' �---� 2 x BALL DIA � Houston Texas 77046
h O /�- AL:_ GISTURBEf AREAS TO BE LOANED AND SODDED.
�,, 5' OVERHANG WHEEL STOP �_ O SHRUB PLANTING DETAIL 2. WALGREEN'S FACILITY BUILDING LAYOUT AND PYLON SIGN LAYOUT FROM (713) 850-7560
TYP
h D N ( ) I I LEVINSON ASSOCIATES, INC. 2401 FOUNTAIN VIEW
/ DOOR
HANDICAPPED
SCALE. -
NOT TO SCALE SUITE 600 HOUSTON, TEXAS 77057, (713) 8507660
,,
PARKING SIGN (TYP)
3. SITE CONTRACTORS ARE REQUIRED TO MEET WITH THE A Hanti (-0' DESIGN ENGINEERS, INC.
-1p
SITE ENGINEER PR,OR TO ANY SITE ACTIVITIES. P O. Box 1051, Sandwich, MA 02583 (508) 888 - 928-1
4. CURB STOPS TO BE PROVIDED IN PARKING SPACES IN FRONT OF COLUMNS
/ 1 N
5. THIS PLAN IS NOT TO BE USED FOR CONSTRUCTION UNTIL ALL REQUIRED REnASIONS
/ DRIVE DRIVE o APPROVALS HAVE BEEN RECEIVED.
THRU THRU �� 0 O �.' F ` 6. RECORED PROPERTY IS SHOWN AS PARCELS 319,320,321 AND 322 ON MAP 15 1. 4/28/98 PLANNING BOARD REVISIONS
/* 103' c 4.0' 19•(nP) 7 REFER TO SITE ELECTRICAL PLANS BY OTHERS FOR 2. 6,/18/98 PLANNING AND ZONING BOARD REVISIONS
13 , 8 5 5 S no ( CONDUIT AND WIRING LAYOUT, AND SIZING REQUIREMENTS. /
°' WHEEL CHAIR
9'(TYP RAMP (TYP) I 8. CONTRACTOR TO PROVIDE LANDSCAPE & SITE IRRIGATION. 3. 6/29/98 PLANNING AND ZONING BOARD REVISIONS
9. THIS PLAN IS NOT TO BE USED FOR CONSTRUCTION UNTIL ALL REQUIRED 4. 7/16/98 PLANNING BOARD REVISIONS
a• . i I. -- r -.00ONC ETE APPROVALS HAVE BEEN RECEIVED
4 4' OVERHANG I RUMBLE. STRIP 5. 8/24/98 PLANNING BOARD REVISIONS
-o
z6.�
X/00, 10.0E
-1 GATE DOOR DOOR r 7'
O
Z G7
a 75' Z e.
c�
6' i TRASH o z 2, __ 15.0'
COMPACT R ` O R._.0 ` ,�
ORIGHT TURN WHEEL CH IR
Z
/� p ➢o WHEEL CHAIR ONLY SIIGN
p n RAMP (TYP) RAMP (T )
-+,
3 0 n` NOTE: EN TRA CE RADII LAI Project No. 97324.000
/� cr Z UJ TO BE GRANIT ALL
//� lg•� �'- N o w o z ® INTERIOR CUR TO Wolgreen Store Number 04595
) Z-1 LIMIT OF HEAVY DUTY • ®i BE CONCRETE
9 ASPHALT PAVING �9 Issued for Permit
1(Tye � • `!�
Ndj ,. •® ,# �,�� Issued for Bidding
X ti 1.33 I
I �---�-- Vtl_ Issued for Construction
SO4'46'57"W 10.6 _- _ S40-15 11 W 19,,.29 PROPOSED VONCRETE SIDEWALK `4''05 � W 99.94' -
LEFT TUR
ONLY SIGN R3.0' RIGHT TURN - - -__ -- _-___-- - `--- , - --- '--,WHEELRAMP HAI
WHEEL CHAIR R15.0' ONLY SIGN PROPOSED 6"
RAMP (TYP) LWHEEL CHAIR GRANITE CURB
RAMP (TYP) Site Plan
' S' WIDE CONCRETE 3p' - 1 SITE PLA N
SIDE WALK POPESTREET RIGHT LANE
IMIT OF NEW CURB MAXIMUM ALLOWED RIGHT TURN
& 5' SIDEWALK - ___�_R-ZONING ORDINANCE 0 PARKING TO -
_ ONLY SIGN
CORNER SIGN WHEEL CHAIR M
� s ZQ Date: 4/15/98
RAMP (TYP)
FILE 1726SP -
Tow
- IIIII 'i'T -'
V1
O �
r�
V
Z
ROCTOR -ST, , EET ZONE R-2
QFT Y)
a I I PROP C8 rn rl
Z-1 R-16.0 m O
I 11 PROP DMH I-t2 1 a EROSION CONTROL NOTES:
Z NV R m
1.2 .0 1 N
PROP 1. EROSION CONTROL BARRIER SHAM CONSIST OF HAY
+ A1: 10 L•,E BALES LAID END--TO-END WITH 2 STAKES PER BALE
Z-1
I/ 12 RCP '� 12w RCP
Iw AND A SILT FABRIC FENCE LAID ON THE UPHILL
LF.
90 L.F. `� , 14 t2 R�� SIDE OF THE HAYBALES. THE EROSION CONTROL BARRIER
SHALL BE PLACED IN THE LOCATIONS SHOWN ON THE
f - X1has� �� 25 L-F. PLAN PRIOR TO THE START OF CONSTRUCTION THE
` II 12"RCP EROSION CONTROL BARRIER SHALL BE PERIODICALLY
/`• C.B. 4•' INSPECTED AND SHALL BE MAINTAINED IN GOOD
PROP DMI iWORKING CONDITION UNTIL ALL DISTURBED AREAS V 1
I I -R-15.9 ARE S ARIL IZED. v `
/ 2
INV (12w)-10.3 r 2 CATCH BASIN HAYBALE DIKES SHALL BE PLACED
11 9 / INV (36-)--&3 AROUND CATCH BASINS WHEN PARKING AREA IS AT
Z► t! i SUBGRADE AND PRIOR TO STABILIZATION (PAVING)
00
AT THE PARKING AREAS. THE CATCH BASIN FILTERS Development of
N6� ' ARE INTENDED TO MINIMIZE POTENTIAL SILTATION p
O
_z . '/ PROP CB OF THE DRAINAGE SYSTEM.
x ---- R-18.0
SUNCOR DEVELOPMENT
-1 1 *10.7 3. INLETS TO THE CATCH BASINS SHALL BE
BLOCKED UNTIL THE PARKING AREAS ARE STABILIZED
� � - - _ OF 'MASSACHUSETTS ,
N /I
z Z / EXISTING SEER LINE I(� PROP 4. ALL AREAS NOT STABILIZED BY PAVEMENT OR STRUCTURES
42 LF SHALL BE RE5TAORK UPON COMPLETION OF LIMITED PARTNERSHIP
• � � / � � �O��%�-D � 'r : �'\ I _--- � �� CONSTRUCTION WORK WITHIN EACH PARTICULAR AREA.
SHALL REMAIN IN I
OPERATION DURING
CONSTRUCTION _ 130 Maples Blvd.
' � _ ____ �• �6'�
a Suite 241
/ PROP 6' PVC Springfield, Ma. 01103
SEWER CONNECTION ,� , ll (413) 788-8066 `.
-1 -� 1. THE CONTRACTOR IS SPECIFICALLY "AUTIONED THAT
EXTERIOR THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES
-DRQc 4%4LET 1-16.0 I` � I AS SHOWN ON THESE PLANS IS BASED ON RECORDS Lawrence S. Levinson, A.I.A.
58 LF. �"( OF THE VARIOUS UTILITY COMPANIES AND WHERE
36 RCP 1 '� POSSIBLE; MEASUREMRil'S TAKEN IN THE FIELD. THE Architecture Planning Interior Design
I 0 BE RELIED ON AS BEING
' !
INFORMATION IS NOT 1 EXACT
t OR COMPLETE. THE CONTRACTOR SHALL BE RESPONSIBLE
_- 1 5 S 1 6• "`I FOR VERIFICATION OF ALL UTILITY LOCATIONS, SIZE One Greenway
Plaza
PROP DMH AND INVERT ELEVATIONS. THE CONTRACTOR MUST CALL Suite 880
r 8-15.5 w DIG SAFE (1-800-1322-48A44) AND APPROPRIATE U%-Y Houston, Texas 77046 A
1 J MNIMUM SLOPE _ 19 .0
INV (IN 12 )-10 5 COMPANIES AND CITY DEPARTMENTS AT LEAST 72 HOURS BEFORE (7 1 3 850-7660
OF 0.02 N INV (OUT �Bw �S ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF EXISTING ` )
F. F* UTILITIES. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER
/ IMMEDIATELY IF ANY DISCREPANCIES OR CONFLICTS ARE FOUND.
r�
�-/V,/ 'OI PROP D#AH ? 2 ALL WATERLINE CONSTRI ICTION AND MATERIALS ARE TO flanticF
DESIGN ENGINEERS, INC.
CONFORM TO THE CITY OF SALEM ENGINEERING DEPARTMENT )S?, `,ondw u.= - 988 - 9282
J - a R-15.1' ` REGULATIONS AND SPECIFICATIONS
�A PROP '`' I INV (IN !2*)-1;L7
GAS i V (OUT 36- 13.7 3 SLOPES ON Aa SEWERS AND DRAINAGE CULVERTS ARE REVISIONS
-- `--METER_--` - _ -- - . _ r APPROXIMA'-E. C NTRACTOR TO HOLD INVERTS FOR
CONSTRUCTION.
PROP i 1. 4/28/'98 PLANNING BOARD REVISIONS
10
_ 8• - ` I n � `>== 1,%' 'S� LF. SII 4 ALL SEWER CONSTRUCTION AND MATERIALS ARE TO CONFORM
00 z 8. TO CITY OF SALEM ENGINEERING DEPARTMENT REGULATIONS AND
�! 5 _ ___ _ 8 X _ PROP CB �h SPECIFICATIONS. 2. 6/18/98 PLANNING AND ZONING BOARD REVISIONS
o
PROP s" o z PROP DMH
/ 1 � EXISTING ';B ?-,IPE UNE � 0 1-'11 2 5. SEWER, WATER AND UTIUTY BUILDING SERVICES SHOWN 3. 6/29/98 PLANNING AND ZONING BOARD REVISIONS
CB REMODEL RIM-16.0 PRS ARE APPROXIMATE. REFER TO ARCHITECTURAL PLANS FOR
R-16.0 WITH 12" RCP AT I-IIJ I OP 2' INV-11.3 �` PRONwRt OlJMO ACTUAL TIE IN LOCATIONS. SITE CONTRACTOR IS RESPONSIBLE 4. 7/16/98 PLANNING BOARD REVISIONS
PROP �N-11.8 DOUBLE GATE DOMESTIC TN � ROU FOR SEWER, WATER AND UTILITY SERVICES TO WITHIN
��; *ATER UNE ` � 10 F_r . OF THE BUILDINGS.
30 LF. 1 G - 1 L 5. 8/24/98 PLANNING BOARD REVISIONS
( 120 RCP 6 SITE CONTRACTOR TO VERIFY CANOPY AND EXACT ROOF DRAIN
�� �• ! 7. I , I LOCATIONS WITH PLUMBING/ARCHITECTURAL PLANS PRIOR g•
6• I TO INSTALLATION.
F/ �� 1 �, PROP DMH Ey PR _ 1 I t� .-� PROP
�
' P-15.8 12'x 8 z 6' Z I I 84 LF 7. ALL PROPOSED JTIUITES AND APPURTENANCES TO BE 7.
WITH
(� CONSTRUCTED IN COMPUANCE LOCAL MUNICIPALITIES
1 -19,7 22 TS V ,y r M11tCP CODES AND REGULATIONS GOVERNING THE INSTALLATION OF
--�-- - N SUCH UTILITIES. 8.
Y
CHLORINATION, PRESSURE AND LEAKAGE TESTS OF EXISTING I
AN
- - - DA
W T R MAIN S_
BIN CONFORMANCE
R
CITY
CIFSALEMAND AWWASTANDARDSNO. C651-86
AND C600 AND SHALL BE PERFORMED UNDER THE SUPERVISION
OF A QUALIFIED WATERWORKS !NSPECTOR. BACTERIA EXAMINATION
PROP cmric mma„,N _SOP DW - -� -Ila AFTER DISCONNECTION AT A MASSACHUSETTS APPROVED LABORATORY WILL LAI Project No. 97324.000
LF. 38 LF. T TAKE PLACE PR!„R TO TURNING WATER MAIN OVER TO THE
PROP 36" RCP 12"RCP RIM-15.7 tea' PROP R e•75 ! i CITY TO VERIFY SANITARY QUALITY Walgreen Store Number 04595
' PROP C8 Ifs`,• IN 12" 11.:5_---PROP R-16.0 9
R-15.5 POPE STREET ( -� 36ORCP
- R-16.0.' � I-12.0125 9 ELECTRIC AND TELEPHONE UTILITY TRENCHES SHALL COMPLY
f-12 _!__� INV O 3S 9.9 10 LF.
INV (OUT 38")-9.3 12ORCP ��� NTH THE REQUIREMENTS OF THE RESPECTIVE UTILITY COMPANIES. Issued for Permit
10, ALL EXISTING Ms>NHOLE= AND CATCH BASIN RIMS, GATE VALVE BOXES,
F 11' LF, 36" RCIP ---'~_ WELLS AND OTHER STRUCTURES WITHIN THE LIMIT OF WORK SHALL BE Issued for Bidding
ADJUSTED TO FINISH GRADE.
' PROP 34 LF - Issued for Construction
363 RCP �T'�'` PROP DW I 11 LOCATION OF EXISTING 2.5'x 1.8' CULVERT AS SHOWN APPROXIMATE
'ROP E3O L DMH RIM-15.0 I �' ' i AS DETERMINED BY CITY ENGINEER, CONTRACTOR IS REQUIRED TO
PLUG y RCP, 15' LF. R-15.6 `E' PROP 12' INV (IN 12 �� 11. r ' ,i ,�' 1 DIG TEST PITS.
EXISTING 1 2-)-1 12`RCP INV (IN 24'' `:
w 12'RCP K 2 ) 11.6
24 RCP K38'�-9.13 2T LF. INV (OUT 3t3•'-e.5 �'
24'RCP ,2. @ THIS PLAN IS NOT TO 9E USED FOR CONSTRUCTION UNTIL ALL REQUIRED0
REMODEL EXISTDW (MODEL DgSMG CB APU1G `� %.`APPROVALS HAVE BEE RECEIVED.
ING
FOR INVERT OF PROPOSED WITH 24' RCP AT 1 -10.7 EXISTING 24' %/ o
TRACT TO VERIFY THAT .
36'RCP 1-10.6NG DRAY HOOKUPS EXIST AND DOUBLE GRATE
BETWEEN LJ"rS TO BE PLUGGED
GRADING & UTILITIES
GRADING & UTILITIES PLAN PLAN
C0,2 1 " 20' Date: 4/15/98
FILE: 1726SP
1 t/2• BIT CONC. TOP COURSE
2 //2" B1T CONC. BINDER COURSE NATES
-_-_-- _-- -_- _ UNPAVED ! ASS Y 0 I \ 1. CONCRETE SHALL BE CLASS B, 2. Th*EE 1J2
PAYED " DIA. z 3' DOWELS
_J 2500 PSI. 4 1/2 SK. MW. SHALL B PROVIDED AT EACH
CAST iRO7CAP PLUG JOINT AND EXTENDING 18'
THRUST BLOCK S�'�'"cIAI w e a GRAVEL suseASE
EITHER. T.
BE FlTFP ^ WITH AN ADDITI NAL L�AIRE DO ELS SHALL BE OF WRAPPED
_� AREA TABLES OUST(ACTOR DF Sox IN ROOFING FELT OR TREATED
SNORT PIE ! EXCEED SH/1LL NOT PAPER TO PREVENT BOND
--- .w BENDS 6- PIPE " PIP I()- PIP SWAN sTRAWT SIM POLE
REDUCER CAP OR PLUG ` COMMON FILL II FINISHED DARK BRONZE PONDER COATED ONE
1/32 11.25') 2 S.F. 2 S.F. 2 S.F. LENGTH VARIES-SEE SITE PLAN n ,
1/16 (22-57 2 S.F 2 SF 4 S.F. 2 FT. MINIMUM I SEE GENERAL FLOOR PLAN FOR W
t/6 467 2 S.F. 3 S.F 7 S.F. COVER
--� COMPACTED
1/4 (907 3 S.F 5 S.F 10 S.F. •" ° •a 30'-0" �OORRSUBGRADE SIDEWALK PATTERN
6•
LL
PLUG OF GAP 3 S.F. 4 SF 8 SF. • a
1/4TOOLED
-- VARIES R
,- GRANULAR� HEAVY DUTY PAVEMENT CROSS SECTION FOR TRAVELED WAYS JOINT 8"x 6• /10 W.W.F.W.w.F.
�- SERI •�
TEE 12' X 12- ------ 8 S.F. 10' X 10• ' . _• MATERIAL NOT To SCALE PAVEMENT ('
12- X 10- ------ 6 SF. --- Ur x 8• o .ti .• v
1110,- 8" X 8" ------ 4 SF. --- 10" X 6• -
23" X B• ------- 3 S.F. DRAIN PIPE
` v TRENCH WIDTH, W HOLE 07% O-COVER AND GROUNDGROUNDt 1/2' BIT CONC. TOP COURSE / + � _... -` T .• MAX
/ ^
n tv K •• _ _ W DIAMETER OF PIPE, o W 2'-6" LUG BEHIND CD%V. 2 1/2' BIT CONC. BINDER COURSE 1C�1
ACANfT ;^ 12 X 10 3 S.F. (SEE TABLE ABASE COVOR
4
L*OISTURKD SOIL 12 x 8 ♦ SJ =#5,
_ 6' GRAVEL SUBBASE COMPRESSIBLE 2 �4 BARS !' 12"
(IYP) 12 X 6 6 S.F. TO 36 S OXIIINUOUS WN. `V
HORIZONTAL BEND VERTICAL BENDS 10 x e 2 S.F.. ( �o11 RE>,MFnAauQ sTm REQUIRED
B x 6 2 S.F TYPICAL DRAINAGE TRENCH SECTION ) RKEQUR, WHERE A COMPACTED '�.•
401 To SCALL � � � AGGREGATE BASE y� MIN.
NOT 1'0 SCALE -- ���OW F>lOaT
([,N„ COMPACTED SUBGRADF TYPICAL CONCRETE SIDEWALK SECTION C:6
507) P FILL (NOT TO SCALE)
Y
89-010 PAVEMENT CROSS SECTION FOR PARKING AREAS ONLY
• CONDUIT MIG NIIING NOT TO SCALE
A A TO OTHER FIXTURES.
FRAAE ! COVTR SNAIL BE
LEIMARGN U003EQUAL OR
I L -y I 03Taslras »s O
APPRCNID EQUAL. I
_ 1
Ilium A�m ___M LDIMUOM UT246-2L FRAME TO BE SET NI UNPAVED PAVED 5 VERTICAL BM UENGTHS SHALL. BE CLEARANCES OP AT LEAST�M.ONG AP YME T THAN 3 NqPROVIDE A �ANDD NOT GREATER THAN ING�S
Ap�/s 1. ALL RFJNFORCBiG STEEL SHAH� 30 BARS DIA 4, R�FORpNC STEEL SHALL BE TION It) _AIN NOT
_
f Mw 1fJ A NIX \ � FA'ff � APP*M� EQUAL 'rUU.KD OF MORTAR STORE TO RESTORE PAVMENT TO MATCH EXISTING EDGES NO AT ,DINTS N/ERE THE REINFORCING. COVER FROM TOP OF SLAB
XtSTNG CON01710N. 1' BIT CONC. TOP COURSE STEEL IS NOT TO BE CONTINUOUS
n�BE�or MONTAK Sr NA LEVELING FF Lo" : SOD LIGHTING STANDARD DETAIL 2_1/2 2- EXPANSION ,ENT IMVL ++SBE vuUI 24s OR
24• B0 ADJUSTMENTS CH SURFACE NOT TO SCAM EQUAL. Two PART PCL JOIN
N- - t4• tK4_ 24- 1• (2 MK - 5 MAX)
COIKAI ttgrNOI,E LOF'T►NINc ro U sEcnoNs , (- A COMMON FILL ,' BIT CONC BINDER C10URSE IT SHALL NEWT THE REQUIREMENTS Of AS.T.11. CO20-67
S►CTIOII 6• YR VCVI"1XVIECAT N 10rJ SECTON) �" S NC (COMPACTED To Sax MoaFlEO SECTION A-A
e,Mr*l �---6• MIN. 5 FT MNiMUM M PROCTOR IN UNPAVED AREAS 6' GRAVEL 3. CONCRETE AA"TT SHALL BE CLASS A 3000 PSI O
AR ALL JOINTS AND 95%MODIFIED PROCTOR 5-1/4 SACK MN. FOR CONCRETE PAVEMENT
MORTAR ALL ANTS COVER SUBBASE
14MI or MISER PRORbE Y NEWT OF NSER UNDER PAVED AREA)
t11N`n01R VMr DIA p'a+G SECTIONS VARY PE a1z 9O FOOT.sTm 3,000 PSI CONCRETE
11k1M T TO 4 1• EEM FRAM ,• 10 4' +6' t' OIA �A ORDDINTO '` REINFORCED w/µ BARS 18" O.C. B.W.
�,�T ti+. 3- mow,, ouT9DE of TETE M-,� l_SUBGRrAG£ TO BE 8' GRAVEL 60,000 PSI REINFORCED STEEL1/2'T"
AASHO DESIGNATION
ours+DE ^PE DICL 1• GRU1Nt1lAR MATERIAL
6' r STANDARD PROVIDE PITCHED, �, COMPALCTED TO 95'>: STD. / /�
�. a 12 So Ill r z• CLEARANCE 2c�Ern WATER 0 8 STEEL PIPE FILLED _ `v
_ SMOOTH CONCRETE FINISH PROCTOR DENSITY
POET, PLACEDSim on CAST PON TRAP 1II1M 1 Oa BAR AROUND MAIN -'• o� : W/ CONC. � 1�- • A • �—
GPEJ0" FOR PIPES 16" • R -
Ao ro Sk" CUFOAO,T 11�„„ Tc>P PAVEMENT CROSS SECTION
0[fONAP10N M-1N S p ~2' i" �1-3708-1: OR EQUAL t0 W � GrER. EARTH/`ROCK (PAINT YELLOW') PAVEMENT 4'-0' �n
SUMP 3'-0' AT DRIVE-UP FOR SIDEWALK suecRAOE TO BE 8• GRAVEL. `
La / PIPE oPEluws ro BE w PROVIDE O PITCHED E NOT TO SCALE ,,. COMPACTED TO 95X
YY r PRECAST N RISER SECTION (� Tom) SMOOTH CONCRETE
FINISH STD. PROCTOR DENSITY
• r Ill a e y TRENCH MOTH, W i '�>F' \�,
•� :4 4 ..GRAVEL BASE -� y •u '• -&AYEl BASE D I !
. �.. ._� •, �,� � � 24• DIA. CDNCPETE Development o
USEFOUNDATION 4'-0" CONCRETE PAVEMENT DETAIL SUNCOR DEVELOPMENT
PRECAST CONCRETE CATCH BA9N TYPICAL WATER TRENCH SECTION T2 USE 90NOTUBE FORM
MTM GAS TRAP AM ClEAN)OUT PRECAST CONCRETE NOT To SCALL IS TO 24 , , I (NOT TO SCALE)
W" *r SCALE �� MANHOLE TO 3/8- DIA. WELDED HOOPS K �� NOTE: REQUIRED FOR WATER/SEWER CROSSINGS
NOT TO SCAR t8' DIA. TOP. BOTTOM `-� 3- NTH LESS THAN 18" VERTICAL SEPARATION.
AND CENTER OF MASSACHUSETTS ,
----SOLID •- •-_-:. -
aLDISTURBED V
(TYP.)
SV
BOLLARD DETAIL SANITARY 'p. •.' • ' SEE SITE PLAN FOR LOCATION LIM'ITED PARTNERSHIP
(NOT TO SCALE) SEWER a!' MIN
'•.' (TYP.) PIPE
CLASS A V•0 :,Q CRADLE
'�• 130 MR-Wes Blvd.
CONCRETEI S LLl(e 241
6• ,r ` Springfield, Ma. 01103
SET CASYM N SYMC>M CONIML MLOM CO. MAN14E FRAME 1.-UO" 2- R
G110UT AND GROUT •OLAN>oI ITA AMOWMm EQUAL JET RY EL AT
AL AROUND F..Nm � �--- —t (4 3) 788-8066
•• MN. BLUE I CONCRETE ENCASEMENT DETAJL
' 2 - µ BARS
1 +• I• (NOT TO SCALE) CONTINOUS
UIWAVED
4 A. R Lawrence S. Levinson, A. I .A.
PAVED it Oc. M" s1Ess / O 2 9WXPIM SASCz Architecture Planning Interior Design
1r ac - MPAFET' 1EEDm 10 BIMG MUIMIOIE
TYPE, TO F114JIED GRADE, NEI TD IEOIIm aEVATKxt Vi"TE ♦ g g
a it I
40
<<COMMON FILL OF 11
41
PAN1TVAT" 2 COATS RTUMASM NM 30 STANDARD PIrOAiT COIF NOTE
LOCATE SIGN O a
,��„ ¢ 'r One Greenway Plaza
AND HEAD OF EACH
3 FT. MRpMUM ; SIM FA3#TPC� M ON ANDIC.APCACI STALL
a OF PAPE y 8Q
C� At LL. / A-A.SAT.o. . Suite VVO
N
SPECS. a12!D. III/ r � ���M - VIM APPLICABLE I ° 7 1
FT - - � W%va CONSWIM LU> Houston Texas 77046
-VARIES L� 2,_0, (713) 850-7660
4-6
STONE MAN" jQWT- --------- � . PREPARED�
SEWER PtP£
•.� —,A1 a 6• x 3'-0' PRECAST sue GRADE COMBINED
__ T2%2E- ST COW. wHEELSTOP CURB do GUTTER DETAIL
EltrwTloll 1 Por v CITY Al INTO CONCRETE
TO SCALE) •
Nq amIRIOI U TO111041T LE VW FLIED PIPE
A t Ion I C ® DESIGN ENGINEERS, INC.
( Wim) UUKT s L.WAL AT FILL VOID W/ MORTAR P.O. Box 1051, Sandwich, MA 02563 (508) 888 3282
• 4.MIN. 111AN f f1!IT.
TRENCH WDTH. IN •s ' e -• r Ira 2i� - -8" /IOW 0 0
DIAMETER OF PIPE. D w an Mir I.• '- �~ g r o,,/2' ro�+• � f 6 DOWELS •- 2 PER uNfT REVISIONS
• r RAOMUS -� 1 . 4/28/98 PLANNING BOARD REVISIONS
30 TO 36 S PRECAST CONE SEVAR YAMMER • . - CONCRETE PAVING 1-1/4' BIT CONCRETE g• yFK
40T TO SCALE 12' OLA. CONCRETE 4 . wEAR>•4G COURSE 6 8
TYPICAL. SEWER TRENCH SECT FOUNDATION 6' BELOW +
1-3/4• BIT CONCRETE PLACECAST N
Not ,D scALt FROST UNEMI
2. 6/18/98 PLANNING D ZONING BOARD REVISIONS
(3 FF T. k*L BELOW A BELOW) BINDER COURSE 'CONCRETE CONC7tA1. l
CEMENTVERT)CAL. I
6' Cf] 16, CURB 3. 6/29/98 PLANNING AND ZONING BOARD REVISIONS
GRAVEL SUBBASE . °.o �'�•:" .4 4. 7/16/98 PLANNING BOARD REVISIONS
HANDICAPPED PARKING —� ° '• o• o: °• 2-/4 BMS
SIGN
CONTINUOUS
SIGN DETAIL 6' GRAVEL • THIS PROCEDURE IS APPLICABLE ONLY IF CURB IS TO BE SET AFTER BASE ANO/OR BNDEP 5.
N 5 BASE 00URSEs ARE IN PLACE. OTHEIVAM C09NT CONCRETE %ki BE ELIMINATED AND GRAVEL Is 8/24/98 PLANNING BOARD REVISIONS
INH E E L STOP DETAIL BR'OI"ff UP TO BOTTOM OF BAN COUIM. 6
ATE BRANCH NEN sNINIa VERTICAL. CURB DETAIL
-�. GROUT BOTM (NOT TO SCALE) (NO? TO SCALE)
SDE O
7
STRUCTuPf
Flow -DVC BRICK DAM
80 60'
iH 0 8.
\ ��
F`RONOE PVC 6 (YIN)
,.. PLUG NoTrs SOLID MITE LIES (TYP) Ri
TAS NSKI
30* � - 1 MA�1•�E Ewstwc sEwFn -e
\� • MANHOLE TO INSTALL NEIN A'' I 1- i''I'
DROP ASSEMBLY / I OROOP�ASSEMBLY •d uN0'
• *4 / •• 6• 1 BE ENCASEDJ 2 iIECESSARY INVERT AS NOTES. • A • .�,\ 4a..\t`" 11:%
•1t
6'MW I PAVEMENT ,� SsIDEwALK �$ LAI Project No. 97324.0000
BE APPLIED A
••- DWCTED BY THE -.--CURB TRANSITION
CITY OF SALEM
Hui SHRINK \\�SIDEWALK
�OROur BOTH �T OF PUBLIC 1 - CURB TRA SITION
wows. TOP OF CURB Wolgreen Store Number 04595
RISER P!PE / U SIDESPROVIDE —E)GSTkIG SEWER 1'-S' 7-3' ,-6• — ,FOR ACTUAL NOTE: SEE ART B LOW 6 0- A 3'6' FACE OF CUPS
PVC PLUG MANHOLE ARROW SOLID WRTE LINES 12' WIDE. 12• APART O 45' ---I-- 6 0' Issued for Permit
f (TTP) -- WHEELCHAIR RAMPS EDGE OF ROADWAY
6'(TYP)
CROSS WALK DETAIL PANTEL
.
I — // FLUSH WITHFOR SIDEWALKS UP TO 8' WIDE 3'6" Issued for Bidding
\ TE /
ROADWAY LVARIABLE TO 8'1 NOT TO SCALE TANGENT LENGTH
PAINTED - OPE !
\,.\ �. - ry _ T- 12 OF CURVE
acr LETTERS 1
� POINT O 15'' MAX Issued for Construction
TYPICAL PAVEMENT MARKINGS s' -� FOUNDATIONOIJR CURB UNE I WHITE
s Nae •�:e o`o - (NOT TO SCALE) SIDEWALK
PAINTED
4"- - SYMBOL
NOTE: PAVEMENT MARKINGS SHALL BE APPLIED SECTION A - A' WIDTH LENGTH SO. YDS
INLET HE
DROP ET ASSEMBLY TO EXISTING SEVER MANHOLE AS DIRECTED Br TCITY OF SALEM PANdTED ' tIL
RKlr DETA - RAMP o
L fi'0' I DEPT. OF PUBLIC WOWS (NOT'To ) WHEELCHAIR
(NOT rD SCAM 4-0-
=
0 �
o Tri
NOT TO SCALE SLOW -- 7'0' 1'3 t 8.0 Qv
UO
(•�
TO
BE USED WHERE PROPOSED INVERT Is OVER 2' HIGHER THAN DcisTM'YG INVERT
llll�'TFf'AIN1Ep --� N 8 0 0'0 8.1 M 3
PAINTED
NOTES:
LETTERS 1. THE DIMENSIONS SHOWN AT ROADWAY EDGE ARE FIXED DISTANCES. �
o ` 2. RAMDPE�ROS $URTPI TO-Q( f�Jl11NDA ONDJACENT SIDEWALK, i
----- - p 1 L1 iNt IrvNUU Details P 1 a n
O
4.
IN
0 CASE ARE TARR N A Pj TO BPVPLACED BE IND ATMNEEDBY TOP SIGHING i
PAwTm 5. SIDEWALKS THESE OF THAOTpNRLIRAAIREAYDRIVEWAYS SHALL BE RAMPED TO MEET THE PAINTED HANDICAPPED Date: 4/15/97
(MOT TO 6
EXISTINGAPPURTENANCESOR CONDITIONS WILL SUBJECT TO CHANGE NMAKE THTHE E RAMP SYMBOL DETAIL
PAMM WMV DETALS PAINTED " � L LOCATIONS IMPRACTICAL OR UNSAFE NOT TO SCALE
("CrT TO W..M.E) (NOT TO 9CAE)
f1LE: 17260E7
'gT"�IT I'7
V 1
o �
4
Q
o
6�
M:
GC TO R _ �E T T
6 c�+` �+p;-ILA.�' � ,.,- �``'
ASPHALT SIDE WALK
S EXISTING POLE AN ANSFORMER F�
TO BE ADJUSTED S REMOVED
q0 ?999, �k N 3826'267 E 190.95
\ L� EXISTI POLE AND TRANSFORMER
TO BE DJUSTED AS REMOVED
EXISTING SIDEWALK TO BE
tea• �� REMOVED AND REPLACED i+
Development of
Vt
-CONTRACTOR TO REMO EXISTING CURB TO
OVERHANG LEDGE ADJUSTED AS REQ SUNCOR D
TO REQUIRED LIMITS OF ;MASSACHUSETTS ,
_Qi
' sp, ! EXISTING SEWER LINE �rj` �N of M
TO BE PROTECTED &
EXISTING CULVERT TO BE RICH ^�� LIMITED PARTNERSHIP
i1 SHALL REMAIN IN ABANDONED OR REMOVED I TAMCZY, '
OPERATION DURING AFTER INSTALLATIC)N OF .e` {{{�` 130 Ma les Blvd.
CONSTRUCTION RE AND CONC PAD ANITINK NEW 36" RCP DRA1rN LINE { w �° J Sure 241
h :���/ 0 �' i�n► Springfield, Ma. 01103
(413) 788-8066
19 Lawrence S. Levinson , A. I .A.
Architecture • Planning • Interior Design
\ TEXISTING
IBE REM PAVEMENT
AND _ One Greenway Plaza
AND DISPOSED OF (EXISTING LOADING DOCK , n Suite 880
Q)ti��j BY CONTRACTOR 0 BE REMOVED �,J J Houston, Texas
77046
713 850-7660rn
0
AHanti C '�' DESIGN ENGINEERS. INC.
P.0 Brox 1051, Sandwich, MA 02563 (508) 888 — 91
REVISIONS
EXIS NG 1REES ON SITE 1. 4/28/ 98 PLANNING BOARD REVISIONS
EX TING BUfLDINGTO E REMOVED
5 - EXISTING CHAIN LINK 2. 6/18/918 PLANNING AND ZONING BOARD REVISIONS
Q / T BE REMOVED TO BE REMOVED AND
DISPOSED OF BY EXISTING CONC. PADS ^
CONTRACTOR AND ISLANDS TO BE REMOVED 3- 6/29/98 PLANNING AND ZONING BOARD REVISIONS
4. 7/16/98 PLANNING BOARD REVISIONS
S08.30 19"E
14.96' EXISTING BUILDING 5' 8/24/98 PLANNING BOARD REVISIONS
TO BE REMOVED 6
LEGENDA KO
T
7.
■ S> SO ��� EXISTING CULVERT TO 8
�, 9• j/ BE ABANDONED WITHIN y
S`S2 ` / PROPERTY LIMITS
_,y, �� � • j f � CO TRACTOR TO /
3 S,W , V„\0.,,a r �,0 �� ; DE MINE LOCATION OF
n
UND GROUND SERVICES ----- LAJ Project No. 97324.000
Sj ti`s 0 RELOCATE POLE 'AND UNDER EXIT TA G RSIDE WALKS TO E
f X t c •—•--ST:_)CK A[rE P.'`i
.rF 5,,,1, S>�, '1b, { f CU D E OVED Walgreen Store Number 04595
` ^ - t GROUND SERVICES PER REMOVE EXISTING POLE FOR P OPOSED DRIVE 9
erre ��- ti ELECTRIC COMPANY REQUIREMENTS PER ELECTRIC COMPANY
7g - REQUIREMENTS _ f I Issued for Permit
w _ RE OVE EXISTING RB
oNW 0&.R f-W-AC; '� SO4'46'57 W 10.6 »
ruR, ` Nr NPV NO PF 'A ` � � — �--' S40`15 11 W 193.29 _ S 1 u `"W 99.94' - - AN MATCH EXIST( P MEN
TW TOP 0� WA. G ----- - - -- -
_ '45 47 Issued for Bidding
1 L. ._..
Issued CSW
� CpQ?
i for Construction
BSW 811 CC44f, S 10 �.IOE VoAL�: I _ ". �-
F A f---
tYYEil •' 1 ELf'vOLi74 1. ( -�. -7`a ._._-_--- #----1{l'!,LAY---- •„�,i. •,
100 . 00 :.LEv� �� ,. ;
,` 1f'ArF?c L1G'i
NST 91TUl INOt S GUN^ti > `'
.rrC%CK!0 RETAIMNG WALE CONC. OM(,RETL
NHFEL CHAIR RAMP
� y 1` TOPS ULMb _ POPE STREET
CCNMP. RETARWOVG WALL BC S0TTrD1* Or CURB
-rwr q [Irl; :0 SLOPED GPAJwTE c- '
r' STRNCAT GPANi7F ' EXISTING CONDITIONS
�;C CONCRETE CLR$
RT'AOS '*A1.K & DEMOLITION PLAN
i
,tNi,lF. *MITE LANE 'PcC
• 1,0� F �1i 0* t 4NE 20 . E X I ST I G CONDITIONS &
Date: 4/15/98
1 ~ = 20' DEMOLITION PLAN
FLE: 1726SP
I CERTIFY THAT THIS PLAN HAS BEEN PREPARED
IN CONFORMITY WITH THE RULES AND REGULATIONS
R.R. SPIKE OF THE REGISTERS OF DEEDS.
(FND)
25 0 0 S 20 E N 38'26'26"E / - �
OpD
67*
2 0.42' REGISTERED LAND SURVEYOR
IRON PIPE ,,,� E IRON ROD o
l (FND) �,�� (FND) 1 CERTIFY THAT THE PROPERTY LINES SHOWN ARE THE
LINES DIVIDING EXISTING OWNERSHIPS AND THE LINES U
�- OF STREETS AND WAYS SHOWN ARE THOSE OF PUBLIC
OR PRIVATE STREETS OR WAYS ALREADY ESTABLISHED, O
i PROCTOR STREET AND THAT NO NEW LINES FOR DIVISION OF EXISTING P
UJ �����`` 40' WIDE OWNERSHIPS OR FOR NEW WAYS ARE SHOWN. I-{
$ PUBLIC ONE WAY
Q.
LOCUS MAP 15 U
PAROL 288 � ,
JOHN J. REGISTERED LAND SURVEYOR FOR REGISTRY USE ONLY
SURRETTE
p MAP 15 4 STORY V 1
� O
g % / MAP 1 5 PARCEL 289 BRICK
MPNSE $ I P PK AI PARCEL. 287 1 STORY N/F APARTMENT N
s� (FND I.P. NSF WOOD DWELLING EDWARD
(FND) MAP 15 SURRETTrE ROLLS BATTERY MELLO 4) 14.1 "TO: SUNCOR DEVELOPMENT OF MASSACHUSETTS LIMITED PARTNERSHIP WALGREENS
LOCUS MAP SUPPLY TCO. ENGINEERING 2 STORY W ESTERN CO. SOUTH WEST BANK OF TEXAS AND OLD REPUBLIC NATIONAL TITLE O
PARCEL 34 WOOD z �u DUNKIN �`,` INSURANCE COMPANY. THE SURVEY WAS ESTABLISHED BY THEOLITE/E.D.M.
N.T.S. I.P. D LLING O DONUTS �4v WAS FIELD SURVEY ACTUALLY MADE ON THE GROUND PURSUANT TO -4--)
/ O �,� (FND) COOLS -C ~ / N THE RECORD DESCRIPTION AND ALL INFORMATION THEREON IS CORRECT;
4 2 W THE SURVEY CORRECTLY SHOWS THE LOCATION OF ALL BUILDINGS,
O' MAP 15 J v BOAT STORAGE STRUCTURES AND OTHER IMPROVEMENTS SITUATED ON SAID PROPERTY; EXCEPT O
PARCEL 345 AS SHOWN, THERE ARE NO VISIBLE EASEMENTS OR RIGHTS-OF-WAY ON SAID M
��. IRON PIPE [,� �� '� P 15PROPERTY OR OTHER
(FND) PARCEL 344 UNDERSIGNED HAS Y EASEMENTS B ED
N VISEDNO PARTY OLS WHICH E
ALSNO ENCROACHMENTS-OF-WAY OF ONI w
S� w, \
�\G \ EASEMENTS OR ON ADJOINING PROPERTY, STREETS OR ALLEYS BY ANY OF SAID
eRj� BUILDINGS, STRUCTURES OR OTHER IMPROVEMENTS SITUATED ON ADJOINING
62 RT` CE S. PROPERTY; THAT ALL UTILITY SERVICES REQUIRED FOR THE OPERATION OF THE
MAP 15 - ,P, 1` �`� 8 n'61• _ ZONE R- 107 ±T PREMISES EITHER ENTER THE PREMISES THROUGH ADJOINING PUBLIC STREETS
r' MAP 15 3S20ti - OR THE SURVEY SHOWS THE POINT OF ENTRY AND LOCATION OF ANY UTILITIES
ARCEL 343 PARCEL 324 4 S7, ZONE B- A WHICH PASS THROUGH OR ARE LOCATED CMJ ADJOINING PRIVATE LAND; THE
LEGEND N/F 77, PROPERTY DESCRIBED HERIN LIES WITHIN FLOOD HAZARD AREA
p0 THE PAB TRUST 29 4S. - - C MAP 250102_000-1B — ESTABLISHED BY THE FEDERAL EMERGENCY
151.2' MANAGEMENT AGENCY; THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS
MAP 15 4 D.H. BASED WERE MADE (i) IN ACCORDANCE WITH THE 'MINIMUM STANDARD DETAIL
/ y> O/ ad _ (FND) REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS' JOINTLY ESTABLISHED Development of
MAP 15 PARCEL 325 h COa N MAP 15
,� 1.P. AND ADOPTED BY ALTA AND ACSM IN 1992 AND INCLUDES ITEMS 1, 2, 3, 4,
PARCEL 342 5p O� ,�"� Q ^'��,p� (FND) 35 2' PARCEL 321 U, 6, 7(a), 7(b)(1), 7(c), 8, 9, 10, 11 AND 13 OF TABLE A THEREOF, AND SUNCOR DEVELOPMENT
N/F � •� AREA - 23,964 S.F.± ` (ii) PURSUANT TO ACCURACY STANDARDS (AS ADOPTED BY ALTA AND ACSM AND
CHARLES cD [,� IN EFFECT ON THE DATE OF THIS CERTIFICATION) OF A CLASS A URBANMAP OF MASSACHUSETTS ,
1 PARCEL5326 S0.BROPHY III �� Q BUILDING SURVEY; ADEQUATE INGRESS TO AND EGRESS FROM SAID PROPERTY IS PROVIDED
O ,` ^ AREA =
' BY -�9�T4�P4�J�ANI�P� Sj$�T�_-, THE SAME BEING
- ,,�, 18,0,81 S.F.± PAVED, ( )- LIMIT:ED PARTNERSHIP
151.2 DEDICATED PUBLIC RIGHT(S)-OF-WAY MAINTAINED BY
�• N/F �p� O�� THE
9 Ste, THOMAS F. o I SAID PROPERTY AND ONLY THE SAID PROPERTY CONSTITUTES ONE TAX LOT 130 Maples Blvd.
S BROPHY ^� •�� / O I
D.H. EXCEPT AS SHOWN ON THE SURVEY; AND ALL ZONING, USE AND DENSITY Slllte 241
1.P. ��, �Q., �-j h � 4.0' _ (FND) CLASSIFICATIONS ARE PROPERLY SHOWN HEREON. THE UNDERSIGNED HAS
(FND) F �• � - AP 15 Springfield, Ma. 01103
15.4'� RECEIVED AND EXAMINED A COPY OF COMMITMENT FOR TITLE INSURANCE DATED
P RCEL 320 -0 --4 (09PB1L_34_1W, BUT REVISED MARCH 1998 , ISSUED BY THE TITLE COMPANY UNDER (413) 788--8066
0O ,;; C6 AR = 14, 546 S.F.± c O O MAP 25 FILE OR ORDER N0. -_-_- FOR THE PROPERTY AND OF - -- —
`� 83.7' `" 1.�' , � �-� PARCEL 74 EACH INSTRUMENT LISTED THEREIN AND ?IE LOCATION OF EACH EASEMENT TO Lawrence S. Levinson A. I .A .
!
.- .. � nr 9 O THE EXTENT IT CAN BE LOCATED HAS (O.TH RECORDING REFERENCE) BEEN SHOWN
s� �> �� O Z HERON WITH THE FOLLOWING EXCEPTIOk .AS PROVIDED BY OLD REPUBLIC Architecture • Planning • Interior Design
�L'tp `S>-`S6'- ��. •�� /
D.H. TO fv/1 NATIONAL TITLE INSURANCE COMPANY:
9�' ��� � / / i
D.H.=139.25 -<
F �L S08 30 19"'E MSP 15 BUILDING 1. TAKING FOR SEWERAGE AND DRAINAGE PURPOSES BY THE CITY OF SALEM One Greenway Plaza
I
� Suite4.96 PARCEL 319 ► AREA =_ -4N/F HAVE NOT BEEN FOUND TO BE RECORDED
0
MAP 15 PA
PARCEL 322 AREA = 15, 556 S.F.± 1 ,117± S.F. SYLVANIA (Houston, Texas 77046
AREA = 35, 919 S.F.± a ELECTRIC (713) 850-7660
PRODUCTS INC. THE POLICY OR POLICIES TO BE ISSUED WILL CONTAIN EXCEPTIONS TO THE
DEED REFERENCES: ��s 0 / 26 FOLLOWING UNLESS THE SAME ARE DISPOSED OF TO THE SATISFACTION OF THE
ESSEX COUNTY REGISTRY OF DEEDS S�9 A 1 COMPANY:
A H C DESIGN ENGINEERS, INC.
DEED BK. 5754 PG.. 316 10. 3 1 CD I VACANT 1. RIGHTS OR CLAIMS OF PARTIES IN POSSESSION NOT SHOWN BY THE PUBLIC �� P.O. Box 1051, Sonawich, MA 02563 X508) 888 - 9282
DEED BK. 50792 PIG. 232 `S7
PARKING RECORDS.
DEED BK. 12813 PC;. 123 MAP 15 \�• SO •46'57"W '11 "W 193.29' 41 5'47"W 26.1 , LOT 2. RIGHTS OR CLAIMS OF PARTIES IN POSSESSION EASEMENTS OR CLAIMS OF REVISIONS
DEED BK. 9073 PG. 596 PARCEL 317 �, _ EASEMENTS, DISCREPANCIES, CONFLICTS IN BOUNDARY LINES, SHORTAGE
PA D.H. IN AREA ENCROACHMENTS OR ANY OTHER FACTS WHICH A CORRECT SURVEY
PLAN REFERENCES: CITN/FY OF (FND) HELD NOT OWN BY THE PUBLIC RECORDS.EMIES WOULD DISCLOSE, AND NMICH ARE 1• 4/28/98 PLANNING BOARD REVISIONS
-� ESSEX COiJNTY REC31STRY OF DEEDS SALEM s
3. ANY LIEN, OR RIGHT TO A LIEN, FOR SERVICES, LABOR, OR MATERIAL 2. 6/18/98 IPLANNING AND ZONING BOARD REVISIONS
DEED BK. 6086 PG. 1 - PLAN NO. 345 OF 1974 HERETOFORE OR HEREAFTER FURNISHED, IMPOSED BY LAW AND NOT SHOWN
PLAN BK. 313 PLAIN 54 rr1 ZONE BPO �� BY THE PUBLIC RECORDS 3. 6/29/98 IPLANNING AND ZONING BOARD REVISIONS
DEED BK. 3221 PG.. 123 - PLAN 108 OF 1940 ZI SPORTS ZONE R- 2 4. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS, IF 4. 7/16/98 PLANNING BOARD REVISIONS
0 DEED BK. 1532 PG.- 203 POPE STREET HEAVEN ANY CREATED, FIRST APPEARING IN THE PUBLIC RECORDS OR ATTACHING
- BAR PAINT & SUBSEQUENT TO THE EFFECTIVE DATE BUT PRIOR TO THE DATE ON WHICH
W
PLAN BK. 65 PLANT 88 I 40 WIDE Z ; WALLPAPER THE PROPOSED INSURED ACQUIRES OF RECORD FOR VALUE THE ESTATE OR 5• 8/24/98 PLANNING BOARD REVISIONS
ODEED BK. 4229 PSG 31 - PLAN 950 OF 1955 0 PUBLIC WAY rn� N/F COMPANY PAP 25 INTEREST OR MORTGAGE THEREON COMED BY THIS COMMITMENT 6
DEED BK. 5210 P(G. 456 - PLAN 456 OF 1964 c^ -A ONE WAY AR(CEL 59
�c O PETER LYGOMENOS 5 LIENS FOR REAL ESTATE TAXES, ASSESSMENTS AND ANY MUNICIPAL
�s p O Z ELECTRIC n ET,AL N/F- CHARGES WHICH MAY CONSTITUTE A LIEN.
SEE ALSO: c_n Z SUBSTATION 70
r-- PHILIP H..BARUBE 7
N O 01 C� AREA
j PERIMETER PLAN PREPARE FOR OSCO DRUGS 2� co ` 8
N/F --< NQ
LAND COURT PLAN WITH CERTIFICATE NO. 1909 AS DEGREE NO. 2029 B. 1 N MASSACHUSETTS MAP 15FO LINES
PLAN BY CITY ENGINEER DATED JUNE 1915 ENTITLED "WIDENING OF BOSTON ROAD. N W ELECTRIC PARCEL 303 F�q� 1 OF APPARENT POSSES ON ONES RASSESSOR P A TSD EDS AND
UMENTATION
COMPANY
SrRE'��• PLANS OF RECORD.
I
MAP 15 2. THE PROPERTY IS ZONED BUSINESS 2 AND RESIDENTIAL 3 PER SALEM ZONING. LAI Project No. 97324.000
' \
LEGAL DESCRIPTION PARCEL 304 3. THE PROPERTY IS LOCATED IN FLOOD ZONE C, PER F.I.R.M. MAP 250102 00018,
BEGINNING AT THE NORTHEASTERLY CORNER OF THE PARCEL LAST REVISION AUGUST 5, 1995 Walgreen Store Number 04595
sj TO BE HEREIN DESCRIBED; SAID POINT BEING AT A DRILL HOLE 4. THE EXISTING CONDITIONS SHOWN ARE BASEC ON AFIELD Issued for Permit
AT THE SIDE LINE INTERSECCTIONS OF BOSTON STREET AND POPE STREET; N N
O O SURVEY AS CONDUCTED BY ATLANTIC DESIGN ENGINEERS, INC. Issued for Bidding
I� THENCE SOUTHWESTERLY 4'1'05'47" ALONG THE NORTHERLY SIDE LINE OF POPE STREET, 99.94 FEET TO A POINT; ? z_ ON 3/25/98 & 4/6/98.
THENCE SOUTHWESTERLY 410'15'11' ALONG THE NORTHERLY SIDE LINE OF POPE STREET, 193.29 FEET TO A POINT;
THENCE SOUTHWESTERLY 044'46'57' ALONG THE NORTHERLY SIDE LINE OF POPE STREET; 10.63 FEET TO A POINT: CU I7,) 5. EXISTING UTILITY LINES SHOWN ARE A COMBINATION OF FIELD Issued for Construction
THENCE SOUTHWESTERLY 7;3'23'19" ALONG THE NORTHERLY PROPERTY LINE OF LAND NOW OR FORMERLY THE CITY OF SALEM, 51.40 FEET TO A POINT; I SURVEY LOCAT)ONS AND COMPILED PLANS AS PROVIDED BY THE
THENCE SOUTHWESTERLY 7;3'55'29" ALONG THE NORTHERLY PROPERTY LINE OF LAND NOW OR FORMERLY THE CITY OF SALEM, 51.19 FEET TO A POINT; N SALEM ENGINEERING DEPARTMENT.
r" THENCE SOUTHEASTERLY 0030'19" ALONG THE NORTHERLY PROPERTY LINE OF LAND NOW OR FORMERLY THE CITY OF SALEM, 14.96 FEET TO A POINT;
'HENCE SOUTHWESTERLY &857'29' ALONG THE NORTHERLY PROPERTY UNE OF LAND NOW OR FORMERLY THE CITY OF SALEM, 153.56 FEET TO A POINT ON THE EASTERLY SIDE LINE OF PROCTOR STRFF! 6. THE VERTICAL DATUM IS BASED ON SALEM CITY BASE
S U
THENCE NORTHWESTERLY 040'48'12" ALONG THE EASTERLY SIDELINE LINE OF PROCTOR STREET, 50.00 FEET TO A POINT; BENCH MARK S.E.S.D. 24 AT ELEV.=13.92 AT THE INTERSECTION OF GROVE STREET
THENCE NORTHEASTERLY 8±8'59'58' ALONG THE SOUTHERLY PROPERTY LNE OF LAND NOW OR FORMERLY THOMAS F. BROPHY, 99.00 FEET TO A POINT; O, SSA AND GOODHUE STREET ON THE SOUTHWEST RETAINING WALL OF THE NORTH I
THENCE NORTHWESTERLY 049'20'18" ALONG THE EASTERLY PROPERTY LINE OF LAND NOW OR FORMERLY THOMAS F. BROPHY, 50.53 FEET TO A POINT; aF RIVER CANAL , A SOUTH ESSEX SEWERAGE DISTRICT BENCHMARK DISK SET IN A
THENCE NORTHWESTERLY 1638'44" ALONG THE EASTERLY PROPERTY LINES OF LANDS NOW OR FORMERLY CHARLES BROPHY III AND THE PAB TRUST, 133.65 FEET TO A POINT- ''� � '� GRANITE RETAINING WALL
THENCE NORTHEASTERLY 611'35'20" ALONG THE EASTERLY SIDELINE LINE OF PROCTOR STREET, 75.00 FEET TO A POINT; Q 7 RECORDED PROPERTY IS SHOWN AS PARCELS 319, 320, 321 AND 322 ON MAP 15. SURVEY PLAN
THENCE NORTHEASTERLY 3±876'26' ALONG THE EASTERLY SIDELINE UNE OF PROCTOR STREET, 190.95 FEET TO A POINT; w
THENCE NORTHEASTERLY 38'26'26' ALONG THE EASTERLY SIDELINE LINE OF PROCTOR STREET, 190.95 FEET TO A DRILL HOLE ON THE SOTHERLY SIDE UNE OF BOSTON STREET; o
THENCE SOUTHEASTERLY 5625'30' ALONG THE SOUTHERLY SIDELINE LINE OF BOSTON STREET, 244.61 FEET TO THE POINT OF BEGINNING. �A"° SURVEY P L�N Date: 4/15/98
CONTAINING 89,985 S.F. (2..06 ACRES)
" 40'
FILE: t 726SP
r
R�.
F
1
i
C
1
bJ
h