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BEARING
DISTANCE
CURVE
DELTA
RADIUS
ARC
TANGENT
CHORD
CHORD BRG
1
S
78'50'04"E
69.11
1
90'00'00"
20.00
31.42
20.00
28,28
N
89'09'16"E
2
N
72'52'02"E
45.04
2
1'54'56"
2397.82
80.16
40.09
80.16
S
79'47'33"E
3
N
31 18' 43"E
14.81
3
251' 53''0"
60.00
263.79
82.74
97.15
N
26' 41 ' 55"W
4
N
29'13'11"E
16.19
4
73'53'57"
25.00
32.24
18.80
30.06
S
64`18'08"W
5
N
17'57'19"E
46.46
5
0'05'11"
2337.82
3.52
1.76
3.52
S
78'47'23"E
6
N
10'44'56"E
43.79
6
9000'00"
20.00
31.42
20.00
28.28
N
00'5:0'44"W
7
N
04'19'09"W
21.35
7
1'54'56"
2337.82
78.16
39.08
78.15
N
79'47'33"W
8
N
51039'16"W
6.38
L-- -
BEARING
DISTANCE
N
44'09'16"E
29.69
Io
N
09'15'00"E
60.00
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I hereby declare that this map is substantially correct. -nis map
and survey were prepared in accordance with the standards of a
Class A2 survey as defined in the "Recommended Standards for
Surveys and Maps in the State of Connecticut" as prepared and
adopt, r: by the Connecticut Association of Land Surveyors, Inc.,
on September 13, 1984.
SURVEYOR
JANUARY 31,_1991 961-9
DA TE REGI S i RA TION NO.
90 50 C
APHIC SCALE IN FEET
DA
DEED REFERENCE:
SUBJECT PROPERTY 15 A PORTION OF THE FOLLOWING DEED
ON FILE IN THE MONTV I LLE LAND RECORDS:
VOLUME 188 PAGE 528
MAP REFERENCE -5:
. TONIN OF MONTVILLE, MAP SHOW I NC LAND TO BE RELEASED
TO THE, TOWN OF MONTV I LLE, BY THE STATE OF CONNECTICUT,
CONNECTICUT TURNPIKE, SCALE: 1"=40', DATE: JANUARY 1160,
2. CONNECTICUT STATE H I CHNAY DEPARTMENT, RICHT OF WAY
MAP, TOWN OF MONTVILLE, CONNECTICUT TURNPIKE, FROM
RAYMOND HILL ROAD NORTHERLY TO THE MONTVILLE - NORNICH
TONIN LINE, SCALE: I "= 80', NUMBER &5-06, SHEET NO. 5 OF "1
3. CONNECT'CUT HIOHNAY DEPARTMENT, TOWN OF MONTVILLE,
THAMES RIVER BRIDGE AND APPROACH, PLAN SHORING
HIGHWAY L I NE DATA ADJACENT TO N/F COCOESHALL
PROPERTY, SCALE: I "=8O', DATE: APRIL 14167
. PLAN OF PROPER -7'r OF, JOHN A. COCGE5HALL, MONTV I LLE,
CONN., SCALE: i "=80FT., DATE: JUNE 23, Igbi, CHANDLER,
PALMER 4 K I NC, NORWICH, CONN.
5. SURVEY MAP OF PROPERTY OWNED BY, AONE5 N. NEBB,
TO BE CONVEYED TO KYLE R. AND DONNA L. WILLIAM5,
SITUATED AT OLEN ROAD, MONTVILLE, CONN., SCALE: I "=50',
DEC. 20, Ig82, PREPARED BY FRANSEN CON5ULTANT5,
12 CASE STREET, SUITE 31?, NORWICH, CONN.
't1
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CURVE DELTA RADIUS ARC TANGENT CHORD CHORD BRG
1 32'59'21" 449.54 25�.H3 133.11 255.27 S 62'20'24"E
2 1'54'56" 2367.82 79. i6 39.58 79.16 S 79'47'33"E
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EXISTING GRADE
-T
SIDEWALK
SIDE'vVAL,1
RAMP WALK_
PER FT. -71/4- PER FIT.
MAX.
L
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C URBING
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r sir, 0 r
A
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A (:>-j
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SECTION
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BACK OF WALK— 1- 1 1 /2" PER FT. RAMP 1 1 1 /2" --P E R FT., CONSTRUCTION
FRONT OF WALK r7 36" -MIN. -7 i JOINT (TYP)
40" MAX.
_----
I L
----------------------
L GUTTER LINE
L FACE OF CURB
ELEVATION
SIDEWALK RAMP TYPE 1
NOT TO SCALE
PLACE EXPANSION JOINT AT BACK OF
CURB LINE OR AT SIDEWALK LINE
GRASS
z --EDGE OF
SIDEWALK
RAMP L A N D 1 N G 36 MIN. CURB CUT
40 MAX, CURB CUT
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SIDEWALK
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1/2" PER FT. MAX.
RAMP LANDING
-4-
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MAX,
'T
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ELEVATION
SIDEWALK RAMP TYPE 6
NOT TO SCALE
LANDING RAMP
„-PER �FT�
MAX.
CURBING
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SECTION E -E
WITH -- VA hF
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JOINTS SPACED APPROXIMATELY lZ
DIVIDED INTO RECTANGLES AS REOUIRE1,
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ON,,R E TE - —
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-8" GRAVEL BASE
LONGITUDINAL SECTION
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WITH CONCRETE CURBING
NOT TO SCALE
BITUMINOUS CONCRETE
,-IP CURBING
R=2"-7
3" BITUMINOUS CONCRETE -7
4" 21
8 "1,
14" ROLLED GRAVEL BASE
BITUMINOUS CONCRETE LIP CURBING
NOT TO SCALE
BACKFILL AS
DIRECTED
POST BOLT SLOTS 2E'—C) 47 OR _ 1.3'— �i 1Z *
----
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� (TYPICAL) �
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3/4- x 1112• LG. WITH '-'LASS A (12 -,A.)'
HEX HEAL) & NUT
BRACKET BOLT SPILICE BOLT 12}2- LAP
(2 REQUIRED PER 8 PER JOINT?
BRACKET) 4 Y4- 4 Y4-
0
C14
L
L
EXISTING GRADE
J�
WASHER
(i REQUIRED PER POST)
Effim
SYMETRICAL ABOUT
'ENTER LINE FOR MEDIAN
BARRIER INSTALLATION
INSTALLATION TO BE IN ACCORDANCE
WITH THE REQUIREMENTS OF CT. D.C.T.
METAL BEAM SAIL
NOT TO SCALE
32'
PAVEMENT WIDTH
1 1/4" BITUMINOUS CONCRETE
SURFACE COURSE
6" BITUMINOUS
r-1 1/4" BITUMINOUS CONCRETE
CONCRETE LIP CURB I
BINDER COURSE
MACHINE FORMED
'TYPICAL; BC41-H SIDES `\ 6" ROLLED (,RAVEL BASE
r-8" SUBBASE COURSE
i 1
MAXIMUM �--L '-') PE
1 3
4" PER FT
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(TYPICAL)
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-bOTH SIDES
--
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7
4' TOPS�)IL FERTILIZE,
CUT v
SECTIONLOAM AND SEED (TYPICAL)
TYPICAL ROADWAY CROSS SECTION
NOT TO SALE
6'
. .................
. . . . . . . . . .
>
7/8" D! A. REIN. ROL)
1 1 () N G /T YP.)
NOTE:
INSTALL AS REQUIRED
BY THE MANUFACTURER
CONCRETE WHEEL STOP
CROSS SECTION
NOT TO SCALE
FINISH GRADE
L-9" ROLLED GRAVEL
BASE (COMPACTED
IN 4" LIFTS)
--1-0'---x -20'
CONCRETE DUMPSTER PAD
WITH STOCKADE FENCE
NOT TO SCALE
IaO. V
SECURE TO I '1z" 0
GALVINIZEE, STEEL POST
`2` 1/4" 0
WITH , )
HANDL `�'A P P F D "7AL,,./ANIZEU f3OLT'---'
P A R K 1 TnF, 1 BOTTOM"
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HANDICAPPED PARKING SIGN
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RED GALVINIZE, STEEL Pr) --T
WITH (Z) 1/4" 0
GALVANIZED bbl TS
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,
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DO NOT 'EXIT SIGN DO NOT ENTER -
T SCAL
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REVISIJ-r s
-DEECRIPTION
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OF 7
ER051 ON AND 5ED I MEN' CONTROL REPORT:
S 1 TE DEVELOPMENT PLAN
BUTLER/SMG, INC.
MONTV i LLE, CONNECTICUT
REFERENCE 15 MADE TO:
1. Site Development Plan, Montville Health Center, Prepared for
But ler/Smc, Inc., Off Fitch Hill Road, Montville Connectc iut,
Scale: I" = 40', January 31, I qq l , Chandler, Palmer 4 ging,
Norwich, Connecticut.
2. Connecticut Guidelines for Soil Erosion and Sediment Gontro
January Ici85.
3. Soil Survey of New London County Connecticut, U.S.D.A. Soil
Construction Service 1883.
DEVELOPMENT:
The Site Development Plans wlll allow for the construction of
a 26,806 s.f. Health Center and 6,260 s.f. Day Care Center
on 35.28 +;'- Acres.
501 L5:
The proposed site is composed mainly of five soil types; "�
Canton 4 Charlton CcB , CcG , CdD , Char Iton-ho I I is CrC
and Raypol "Rc".
I. "GeB" Very stony fine sandy looms with 3 to 8 percent siopec:.
These gently sloping, well drained soils are on glacial till
upland hills, pIains and ridges. Stones and boulders cover
to 8 percent of the surface.
2. "CcC" Very stony fine sandy looms with 8 to 15 percent slopes.
These sloping well drained soils are on glacial till upiand hills;
plains and ridges. Stones and boulders cover I to 8 percent
of the surface.
3. "CdD" Extremely stony fine sandy looms with 15 to 35 percent
slopes. These moderately steep to steep well drained soils
are on gloclol till upland hills, plains and ridges. Stones and
boulders cover 8 to 25 percent of the surface.
4. "CrC" Very rocky fine sandy looms with 3 to 15 percent slopes.'
This gently sloping complex consists of somewhat well drained
soils on glacial till uplands. Rock outcrops cover up to 10
percent of the surface. Stones and boulders cover I to 8
percent of the surface.
5. "Rc" Silty loam. These nearly level, poorly drained lolls,
are found on stream terraces and outwash plains.
DEVELOPMENT 50HEDULE :
Construction will begin with the clearing, grubbing and rough grading
of '.Inc proposed sites. Each site will be graded so that ail possible trees
on site will be saved to provide adequate buffers between od joinir
properties and the proposed development. Following rough grcirlg
procedures, ail drainage structures and the associated plping �1l
be Installed and protected with hay bales or slit fence. These
protective measures are to remain in place and properly maintaine
throughout constructlon. Also at this time the site will be prepore
for the installation of utilities. These utilities will be installed
underground as required by the appropriate town agency. Following
utility installation, final grading, paving, seeding and planting will be
completed.
DEVELOPMENT CONTROL PLAN:
Development of the site will be performed by Butler/Smc, Inc. 3^1110
will be responsible for the installation and maintenance of erosion
and sediment control measures required throughout construction.
The sedimentation control mechanisms shall remain in place from the
start of construction until permanent vegetation has been established.
The representative for the Town of Montville w i I i be notified when 4,- rc
sediment and erosion control structures are initially in place. Orce
the proposed development, seeding and planting have been compiet.ec
the representative shall be notified to the inspect the site. Those
control measures will not be removed until this inspection is complete.
There will be no work performed within a regulated wetland area
and at no time will any area of the wetlands be encroached upon.
Ail stripping is to be confined to the immediate construction are
Topsoil shall be stockpiled so that slopes do not exceed 2 to I.
hay bale sediment barrier is to surround each stockpile and a temper
vegetative cover provided.
Dust control will be accomplished by spraying with water and if
necessary, the application of calcium chloride.
The proposed planting schedule is to be adhered to during the
planting of disturbed areas throughout the proposed constructio
site.
FILTER 5ARRI ER IN5TALLATION 4 MAINTENANCE:
I. Dig a 6" trench on the uphill side of the barrier location.
2. Position the posts on the downhill side of the barrier and drive
the post 1.5 feet into the ground.
3. Lay the bottom (b" of the fabric in the trench to prevent
undermining and backfill.
4. Inspect and repair barrier after heavy rainfall.
5. Sediment deposits are to be removed when they reach a height
of one foot behind the barrier.
HAY BALE INSTALLATION 4 MAINTENANCE:
1.
Bales shall be placed around all proposed catch bas ins with
the ends of the bales tightly abutting each other.
2. Each bale shall be securely anchored with at least 2 stakes and
gaps between bales shall be wedged with straw to prevent
water from passing between the bales.
3. Inspect bales after each storm and repair or replace promptly
as needed. Remove sediment behind the bales when it has
reached half the height of the bale.
TEMPORARY VESETATIVE COVER:
A temporary seeding of Rye Grass will be completed within 15 days
of the formation of stockpile(s If the soil in the stockpiles has
beer compacted by construction operations it shall be loosened to
a depth of 2 inches before, the fertilizer, lime and seed is applied.
10-10-10 fertilizer at a rate of -7.5 pounds per 1000 s.f. and lime
stone at a rate of ciO lbs. per 1000 s.f. shall be used. Rye Grass
applied at a rate of 1 Ib. per 1000 s.f. shall provide the temporary
vegetati ✓e cover. Straw or hay, free from weeds and coarse matter shall
be used at a rate of 10-q0 lbs. per 1000 s.f. as a temporary mulch.
PERMANENT VEGETATIVE COVER:
Topsoil will be replaced once the excavation has been completed
and the shoulders are graded to a slope no greater than 3 to I.
Topsoil will be spread at a minimum compacted depth of 4 inches.
Once the topsoil has been spread, all stones two inches or larger
in any dimension will be removed as well as debris. Apply agricultural
ground limestone at the rate of two tons per acre or 100 lbs. per
1000 s.f. Apply 10-10-10 fertilizer or equivalent at a rate of
300 lbs. per acre or -1.5 lbs. per 1000 s.f. Aork lime and fertilizer
into the soil to a depth of 4 inches. inspect seedbed before seeding.
If traffic has compacted the soil, retill compacted areas. Apply the
following grass seed mix: -_
Seed Mixture lbs./acre lb5./1000 s.f.
Kentucky Bluegrass 20 .45
Creeping Red Fescue 20 .45
Perennial Rye Orals 5 .10"
45 1.00
The recommended seeding dates are:
April I - June 15
August I - September 15
Following seeding, firm seedbed with a roller. Mulch immediately
following seeding. if a permanent vegetative stand cannot be
established by September 30, apply a temporary cover on the
topsoil such as netting, mat or an organic mulch.
SILT FENCE
NOT TO SCALE
'.j)-2"x2"X3° STAKES
AC H 8 .A l_ E - --�`
o � � ❑ a o 0
/A V
HAYBALE BARRIER
NOT TO SALE
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CONNECTICUT COORDINATE
GRID NORTH
i� I NVE:RT EL.EVATI ONS TABLE
DESG N� PRAMS IN OUT
T-,rpE ELEVAT ION
- 260 -
1/11011
255.5
PRECAST TOP
252.5
_
3/"G' i
(TYPE CL" SHOWN)
NE 252.2
5E 252.2
262.2
N w iv o
offi V-9
�^'+� �►' io
17-1
Z Won
273.25
01
W�0 o
_ t.
D v 3 w
f
OCI PUTS FOR PEES ,
' �STfRSAND 1 RISER (VARIES) 1 MIN
2641.0
z U o
i• T041k OAF
286.0
U)
Y
7/ GL
282.4
2141.1
5W 27 .1
i
2741.D
BASINNE
ter•' -011 '
NE 276.1
I. �r 0" MAX LWHE •'
VoL",
282.4
NH 278.1
ASM 1
u
TO RECEIVE TONGUE OF
�Vik7W. rr 6-
v T aaDw 7w TOP
00 co2
QCO
o �ti Co°y N N 5 ,�oCAD
33b�
MANHOLE BARRELS
_
tr. a
x OD CV �`
285.0
cv514b4'
5 2*Z'05" E I
�
10/"G"
CONNECTICUT COORDINATE
GRID NORTH
i� I NVE:RT EL.EVATI ONS TABLE
DESG N� PRAMS IN OUT
T-,rpE ELEVAT ION
- 260 -
1/11011
255.5
PROPOSED SPOT ELEVATION
252.5
_
3/"G' i
255.5
266.1
NE 252.2
5E 252.2
262.2
25+1.0
262.1
17-1
4/"C"
273.25
01
270.0
273.25
2641.25
2641.0
CATCH
6/"G"
286.0
261.0 t
7/ GL
282.4
2141.1
5W 27 .1
i
2741.D
BASINNE
PRECAST COMPLETE
NE 276.1
MANHOLE BASE WITH
VoL",
282.4
NH 278.1
278.0
�• iv
TO RECEIVE TONGUE OF
FOR USE WITH C B
SH 278.1
MANHOLE BARRELS
CORRUGATED METAL RREL Y
41/"G"
285.0
280.0 1
�
10/"G"
280.5
274.1
274.0
STORM
MANHOLE
II
280.0
272.1
272.0
CATCH
BASIN
12/rico
5EE
5 T 4 O 7
SEE
T 4 OF I
5EE
9W4 pF 1
NE
I
GONNEGTION ~ •��,Q+r, 261.0
AT BUILDING
SEWER
MANHOLE
CONNECTION � -- --
26e5.0
AT BUILDING
------ - - --�- - - - - -
280.G I 264.D 26-+.O
255.0 246.0 2 46.0
NH-
I 1
�----}---
-2
EWALL Y
25 i .12 _237.50 ; 25-i .50
3
ti+ '__ (L
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TYPE "C OR "CL"
STANDARD CATCH BAST
(CROS SECTION
NOT TO SCALE
BACKFILL
SEE NOTE NO. - - Y
EXISTING GONTOUR5
- 260 -
PROPOSED CONTOURS
+ X86.2
PROPOSED SPOT ELEVATION
J.
1h'\ /1==,r m
,; •
CONCRETE MANHOLE TOP
17-1
w
01
FORGED ALUMINUM SAFETY
L_ _
�- -
R-1
1/2"
i•.
5"
„ 4'-0" DIA.
5"
�j
PRECAST REINFORCED
PRECAST COMPLETE
CONCRETE MANHOLE BARRELS
MANHOLE BASE WITH
P AiL
SfC'IIOV
Y -Y
L M OR TAR
�• iv
TO RECEIVE TONGUE OF
FOR USE WITH C B
MANHOLE BARRELS
CORRUGATED METAL RREL Y
FLARE
MECHANICAL SEAL
PIPE 54" AND LARGER SL 1"
�
LIN MIN
I
I
- + l
+
EWALL Y
-R-1 1/2"
(SEE NOTE NO. 2)
E
SECTM► x -x
END
wEa►
1 JOINTS SHALL BE TONGUE AND GROOVE OR BELL AND
SPIGOT AS REQUIRED TO CONFORM TO PIPE INSTALLED
. WALL THICKNESS SHALL CONFORM TO PIPE THICKNESS
�---�I
DIMENSIONS FOR REINFORCED CONCRETE
FLARED
REINFORCEMENT
CULVERT END
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( 15"
6"
2'-3'
3'-10'
6'-1'
2'-6"
i-05/Id
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0.054
0.054
118'
4
9'
2'-3'
3'-10'
6'-1"
3'-0'
2'-5"
1'-31/2` 1'-0"
0.060
0.060
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9"
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s
8 -1"
f I/2.4'-0-
s
3--6"
2'-7 1
1 -4w i' -1w
0.066 �
0:066
30
1 -O
4'- 1-7 3/4 "
-1
8'-1 31f
5'--0"
7-93
3'-1"
1'-413/x' 1'-2"
1'-6 1/2- 1'-3"
0.072
0.084 IJ14
0.072
0.084
36-
9
?-13/4, .
10' 5'- i
9-1 3/4
6 -D
S° -ti 13%8'
7-0 5/18' 1 -8
1 0.096 ,
0.096
42»
1�
2' 11"
8'-2" 16'-8'
a-5 1/6'
2'-3 1/2'V-10
0.108 i
0.108
4$
2 -0"
6'_2. -2' 8'-2" 17'
-Op
4'-•8 1/r
x-4 I/f 1'-10"
0.120
0.120
54"
60"
2'-3"
2'-6'
5 i 2'-11" 8'-4"
5'-- 3'-3' 8'-3"
T-6-
8'-0"
5-5I/Y
V-0 1/f
r-91/8' 2'-0'
1-0t1jV
0.132
0.132
2'-0'
0.144
0.144
° LVERT EW
N07 TO SCAU
FINISHED GRADE
0
0
;,� GRANULAR BACK FILL
o
�.
Z
3'-0' MINIMUM
I FINE SANG "?
s
EECTRICAL, TELEPHONE _
!
CABLE TELEVISION SERV1+
OF
\,000.00t
UTILITY NOTES:
' \ \ \ \ �'�• / %/ \ �!-�r-�,/ I. ALL UTILITIES 5ERVIGING THE PROP05ED SITE AREA T BE
UNDERGROUND A5 REQUIRED BY THE TOHN OF MONT`,I LLE.
('GALL BEFORE YOU DIC: ! -800-122-44455)
llu
z 1, `,-- `,` `� '�/ � ,�� ..--• / 2. INFORMATION CONCERN I NG ELEGTR! G SERV I E TG THE ��O P 5 E- D
PARKI NC LI GH75 TO BE PROVIDED BY THE ELECTRICAL E1�� `SEER
260 -
EXISTING GONTOUR5
- 260 -
PROPOSED CONTOURS
+ X86.2
PROPOSED SPOT ELEVATION
J.
1h'\ /1==,r m
t
.,, .. , .:. ._..w'F_ ,. i :.z' ., „-�,.,` , , ,,: .. <..:< .. _ _... n --.a.. - r..y � �* � ra. &a .. `�"m: t$Fk"_. -+r.� %��i'. �'fi n-,.. _ . .zr,_, zU, - _ : .h • ._> ,_.a Afl�s .�^,
FINISHED GRADE-,
ADJUST TO FINISHED
'-
GRADE WITH BRICK
t 2" MAXIMUM --
J.
PRECAST REINFORCED
,; •
CONCRETE MANHOLE TOP
a �•.
01
FORGED ALUMINUM SAFETY
TYPE MANHOLE STEP
RUBBER GASKET SEAL
i•.
5"
„ 4'-0" DIA.
5"
�j
PRECAST REINFORCED
PRECAST COMPLETE
CONCRETE MANHOLE BARRELS
MANHOLE BASE WITH
RUBBER RING GASKET
:
FORM GROOVE IN MANHOLE BASE
�• iv
TO RECEIVE TONGUE OF
MANHOLE BARRELS
MECHANICAL SEAL
GAS HOLES
r
PIPE BEDDING
'-12" GRAVEL BASE
TYPIC �i . M Ami HOi E
CROSS SECTION
NOT TO SCALE
NOTE:
CONTRACTOR SHALL SUBMIT
SHO' DRAWINGS OF f AND C
SHOWING CASTING FOR APPROVAL
IDLE FRAME AND COVER
FRON FOUNDRY, CATALOG
LA266 OR APPROVED EQUAL
L 24' OPENING
35"
005S SEC ON
STANDARD COVER SHOWN
BOLTED AND GASKET
COVER SIMILAR
ME AND COVER
NOT TO SCALE
PROPOSED GRADE
{
SUITABLE
BACKFILL MATERIAL
,. PIPE'
NOTE:
ALL TRENCH MATERIAL
AND BEDDING TO BE
APPROVED BY THE
TOWN OF MONTVILLE
NOT TO SCALE
HOLES
WATER. SEINER OR
GAS SERVICE
110
?55i5o
lobil 314.64'
5 2*2-7
sU I LV IN& SE T5 A CK L NE 5
CONNECTICUT COORDINATE
GRID NORTH
a
ps:� f Poo�o
00
PSI
"W"
A
&w
1000 500 0 1000
GRAPHIC SCALE IN FEET
NOTES.
1. SITE 15 LOCATED IN ZONE
2. OV41NEF-VDEVELOPER
BUTLER/5MC, INC.
P.O. BOX 420
ORANB-r-, CT. 06035
3. REFERENCE 15 MADE TO SHEET I FOR BOUNDARY 5URVEY
4. 51 TE TO BE SERVICED BY MUNICIPAL NATER AND SEINER
5. 517E 15 NOT LOCATED WITHIN A 100 YEAR FLOOD ZONE PER F-J.R.M
17EM
LOT AREA
L07 NIDTH
FRONT YARD
SIDE YARD
REAR YARD
LOT COVERAGE
51-1:>5. HEIGHT
QARKINO
SITE DATA TABLE -
ZONE R-20
REOU I RE17)
MLn4 MACaMP)
I - 'i
.28± ACRE&�135.2all---TTACRIE-151
20,000 5.F,
100 FT.
821.cf2 FT,
821.42 FT.
40 "FT.
N/A
15 FT.
I48't
}� Ian' =
40 FT.
605 ALLONED2.2%
2.2%
35 FT. (MAX.)
:2 STORIES
I STORIES
Cyr -r- r -A.1 O'H A'rl/') r-
a,
4 SPADES 12 SPACES
TRWOK LOAD INO I SPACE 20'X60' I SPACE N/A
PARKING CALCULATIONS: PARKINS CALCULATIONS:
(PROPOSED HEALTH (L -)A-1- CARE CENTER)
(INCLUDES FUTURE PANNED
ADD 171 ION OF 50 BED5)
REOUIRED
I SPACE/3 PATIENT ACCOMMODAT!CN, AND 2 -5P A. 6E-61 --L-A Roc> t -A
I SPACE PER EACH 2 EMPLOYEES C`� AR&E57: SH FT
PATIENT ACCOI,iODATION5
EMPLO'-rEE5
i co
6012 = :30 SPACES:
tO TOTAL
v �fT,
x
Noy 9679 4 4 967;
-,P #0 Na.
41