Adirondack Rehab. SP Drawings m
U
Q
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V
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10' min. 40' min. GENERAL NOTES
INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM
ro12 min. CRUSHED STONE OVER ���� ��� ��� ��q x� A SURVEY DRAWING PREPARED BY VAN DUSEN & STEVES N
r
r ,,,. 'pti A kY
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COMPACTED SUBGRADE AND
FILTER FABRIC
mdp,a xi.ifs da'r a y"`nrcv[mvw I m au r p' r ryLEGEND
o 00 ��O0(� 0' 0 p0 ��� �� - � w �.n ,�, b� �uuii y ap� � �� l" w .,, & � " — — — — — —
D I
w .: °o '� .°o SF a �`�R AA , , gy p w� o ,u PROPERTY LINE m
ECT �t � �f o;
— W OQ 0 SROJ � � pfNV�a4 sin mm �
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0 . O :. p Ofdi., ---------------------- PROPERTY LINE SETBACKS
L 0 0 0 wur� I
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O°o.. � I + & i ud ----------330---------- EXISTING CONTOURS No. DESCRIPTION DATE
o N 4T
U o EXISTING �� �
0 00... 00,� �, 's� 9K pN I�� —� ;�ivNSd+u: S5�� Q
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. 00 . c a ° o GROUND � � �q^°� �x : . -
x 9. g°.. 330 NEW CONTOURS
,. n ars p
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o� off. " - � dfl�� � ° � i° � i, UNDERGROUND ELECTRIC SERVICE U
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6 OO. Q OO. �rr m M� fIYpi E�F �i de
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,i mw• up -rM wed � �9 � s ��"dYu F v Y�
SS SS SS SS V
� �" SANITARY SEWER W 3
.a H _ E�rt t�a��,, a
CONSTRUCTION SPECIFICATIONS 'k � � � W W W W °
mlr�w m WATER SERVICE V
Uj
mem wwmn uo� uM,m'Fap ��°"k�& Lw'/V,-!'V'�".. 2
1. STONE SIZE USE N0. 2 STONE OR RUBBLE '� ��v �� z
°�V ro, d I� L C a o
2. LENGTH AS REQUIRED BUT NOT LESS THAN 50'. W E/P EDGE OF PAVEMENT 0
U —
,:p �&c�l�u .� ate, a "� �`,��" t � +
„ iv� F x $fid � O < Z
3. THICKNESS: NOT LESS THAN 6 gq w
' � tlb Pk1^I N e i x Ti T�Ilry W � D
4. WIDTH: 12 MINIMUM, BUT NOT LESS THAT THE FULL WIDTH
GAS GAS UNDERGROUND GAS SERVICE s
z 0 Q)
AT POINTS WHERE INGRESS OR EGRESS OCCURS. m ":� " � tn, � Z z W o Of
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5. FILTER FABRIC. WILL BE PLACED OVER THE ENTIRE AREA PRIOR " V
SITE DATA Q N
� 11#wXH,` w. -u Q L
TO PLACING STONE.
6. SURFACE WATER: MAINTAIN EXISTING SURFACE RUNOFF OF STORMWATER. Q 3 Z o 0
7
PRE
VENT T CE: THE TRACKING OR RANCE FLOWINGHOFLSBDIMENITTAINED IN ONTO PUBLIC RNDHTONOWHIVCAYWILL PROJECT LOCATION PROPERTY ZONING CLASSIFICATION: MS (MAIN STREET) J J � o Q
THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS NO SCALE MINIMUM LOT SIZE: 15,000 SF PER 2,000 SF OF FLOOR AREA J N 0 Uj w o }
MINIMUM LOT WIDTH: 50 FEET Q �_ L
CONDITIONS DEMAND AND REPAIR AND/OR CLEANING OF ANY MEASURES USED o o W
00 ro � a zxo
TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR DEPOSITED N N N o o
\ TAX MAP NUMBER: 309.11-2-9, 309.11-2-10 & 309.11-2-11 - o o v � w
ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. N \ >, a w
8. WASHING: WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE _ } �@`j o z }
SETBACKS REQUIRED EXISTING
ONTO PUBLIC RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE � � � � z � �o s = a
/ m FRONT BLDG. LINE 4 -2 z v �' ' U) 00 oos a z
ON AN AREA OF STABILIZED STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT / \ _ a� Q = o �,
TRAPPING DEVICE. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE / T\ SHORELINE 5C-Opp NA X I° LO °' a
SIDE 0 TO 20'-0" 4'-3" V ° c o - a
PROVIDED AFTER EACH RAIN. / / / y\ REAR 10'-0" 75'-7" x ° o
MAXIMUM BUILDING HEIGHT 50'-0" 16'-0" � w `� >° U_w
/ �1
CONSTRUCTION ROAD ENTRANCEMINIMUM PERCENT PERMEABLE 10% 41.83%
/ o
NOT TO SCALE / / Lands n/f of ` M ACTUAL LOT SIZE: 15,795 SF (0.36 ACRES)
/ Dr. Patricia Evans �` \ M u ACTUAL FRONTAGE: 100 FEET WORK IS TO BE AS SHOWN &
of u
of NOTED AND IN ACCORDANCE
/ 1276/114 E
WITH MANUFACTURER'S
EXISTING SITE COVERAGE CONDITIONS RECOMMENDATIONS, TRADE
COMPONENT AREA PERCENTAGE ASSOCIATION PUBLISHED
RECOMMENDATIONS AND
\ \ GENERALLY ACCEPTED LOCAL
TOTAL SITE 15,795 SF 100.0% CONSTRUCTION INDUSTRY
BUILDINGS 3,457 SF 21.89%
PAVING & WALKS 5,731 SF 36.28% PRACTICES.
Lands n/f of GREEN SPACE 6,607 SF 41.83%
Michael Liddle \ 5�95,_ `s�
680639 --
/
I Cp
RPS Property H Idings, LLC
00 To TEST PIT INFORMATION
�/ ...........
LO �� The County 0 Warren
'� �' / \ �' / � ' � `. ` 3500/2
` TEST PIT INFORMATION TAKEN 25 FEBRUARY 2016 BY ETHAN P. HALL
` _ON RUCINSKI HALL ARCHITECTURE, WITNESS BY MIKE BELLACK OF THE CHAZEN
e -'-2 COMPANIES.
53' / E- -176.71' SUr{QC
i \ - 0-3 inches TOPSOIL AND ORGANICS rl
Tai Parcel: 309.11-2-1l'- --- / 0 3-65 inches FILL MATERIAL - MIXED CLEAN FILLS WITH SOME X11
15 795.31 s ft. Y d • rl
q r CONCRETE AND MASONRY DEBRIS 00
0.36 acres / N �' 65 inches ORIGINAL TOPSOIL LAYER - APPROXIMATE DEPTH O U N
I ----" -° 1\ \\ \I i I� `\ ; o \\\ OF ADJACENT RAVINE SHOWN ON PLAN
o 65-84 inches LIGHT BROWN MEDIUM SANDS
o \\ 1 o NO MOTTLING ENCOUNTERED TO BOTTOM OF TEST PIT EXCAVATION 4-) �••I
111 1 I, Story \ v NO ROOT LINE ENCOUNTERED IN IMPORTED FILL MATERIAL
Q I 1 1 I From NO STANDING OR SEEPING WATER ENCOUNTERED
1 � Od.
W\ k\ \\ / `lfOBu�\dir9 SITE SHOWS NO VISUAL EVIDENCE OF PREVIOUS STANDING
WATER OR PONDING. TEST PITS WERE PERFORMED LESS THAN 12 HOURS Z
�\ \ AFTER A MAJOR RAINFALL EVENT AND ALL EXCAVATED SOILS WERE-I
`\�\ 1\ p 1 \ \ \ m \ WELL DRAINED AT THE BOTTOM OF THE TEST PIT.
1\\ j\\ \\ \\\\ \\ _ ---------o = 356 76 d 0 I • �1
Possible / CU
Sump Pit
\ ---_---- ener°tor
/ / \ Tax/Parcel: 09.11-2-9 `� \ \ `\` ` ` \ v \ I / / / `./
Lands n/f of \ ,'j . \ \ I I %
DorothyKloss I'' �' \ i 31,459.3'2 s ft. ' \ `�\ �\ o �, +�
�� �_�' ice\ \� / q / f' \ ``� ° i/ —/ / I / O g6
\ / I I \ TP-1 \ \ �`yy 3 r ' /" 7' {oce
693/107 /' ` 1 / 0.72/ acres I I 1 L`�--\.
i COI
•�
001
FF,36p. In
ood Pratte \
W p,dditior /
0 Lo
//' M
\ 11
Tax Par el: 309.11-2-10 /' o a / 0) m.I
I i i o i i i/-; `\ r ,�/ �,\\ 14,6 8.85 sq. ft. % 3 / 1 y o Q
\ o I I I I \ 1 I �� to
11\ Ot 4 acres / tory �-
\\ x \I \ i \\ �,� \ / \\ 0 2 S r°me o m /
WpOd�ain9 w2
\ _
V / I
01
\ N 05° 15;/44"
E x .40 - - - _ _ I \ 59_ W - Jobra Daja, LLC
I _ _ \ / 9 55
cl:\ / ITo
I _ _ _ _ -�_- / 1 - - The County Of Warren
I 3500/192
N 02° 05' 4gl" E 70.57' - - -
Allen ,''Street N
I I
CAD FILE NAME
ACAD\ADIR. REHAB\C-1
SCALE 1„ = 20'—Q„
Lands jx/f of `\
Daniel &2 fen if r Hun DRAWN BY
54
Lands n/f of /
Roy & Cathy Mitchell I I DRAWING TITLE
1225/153 I \I
I
I EXISTING
I
SITE PLAN
DRAWING No.
C- 1
m
V
SZ
0
V
LL
SZ
GENERAL NOTES
Ln
INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM fin'
A SURVEY DRAWING PREPARED BY VAN DUSEN & STEVES N
1-4
LEGEND
N
N
r-I
- - - - - - PROPERTY LINE ro
---------------------- PROPERTY LINE SETBACKS
0
r-i
----------330---------- EXISTING CONTOURS N0.1 DESCRIPTION DATE
330 NEW CONTOURS REVISIONS
Q)
E E E E UNDERGROUND ELECTRIC SERVICE U
12 Q)
SS ss ss ss SANITARY SEWER W
N 0
Of Q 3 Q)
w w w w WATER SERVICE D � ~ }
Uj
Z z E: 4 0
E/P EDGE OF PAVEMENT 0
W < -
O) 0 W
—
GAS—GAS—GASGAs— UNDERGROUND GAS SERVICE
mow =
_ w 0 of
U
SITE DATA v aJN V
`6
Q0 U_
z
PROPERTY ZONING CLASSIFICATION: MS (MAIN STREET) J w o o Q
MINIMUM LOT SIZE: 15,000 SF PER 2,000 SF OF FLOOR AREA J N 0 w o }
MINIMUM LOT WIDTH: 50 FEET QL a
2 .0 0000
00 ,1- 0 = of
0
� � a z
\ \ TAX MAP NUMBER: 309.11-2-9, 309.11-2-10 & 309.11-2-11 - N o o ° 0 w
_ _ T Q w r
\ �\ SETBACKS REQUIRED EXISTING PROPOSED 0 c } r- r- o z z
� L NZ r- r-
� 5 = a
\ / c9 \ FRONT BLDG. LINE 4'-2" 4'-2" z v < = o a Z of
� �s
SHDORELINE 0 TO '20'»0" 4N 3" 4N 3" U _ o I° ~ a a
REAR 10'-0" 75'-7" 114'-7" � Cl) 0 x ° o
MAXIMUM BUILDING HEIGHT 50'-0" 16'-0" 22'-0" � w `� >° U_w
MINIMUM PERCENT PERMEABLE 10% 41.83% 22.66%
Lands n/f of ` \ M
PROPOSED LOT SIZE:
/ Dr. Patricia Evans �` \ M u ACTUAL FRONTAGE: 100 FEET WORK IS TO BE AS SHOWN &
\ NOTED AND IN ACCORDANCE
1 / / 1276/114 8 E O WITH MANUFACTURER'S
PROPOSED SITE COVERAGE CONDITIONS RECOMMENDATIONS, TRADE
Lands n/f of \ ASSOCIATION PUBLISHED
Michael Liddle \ S -��/ \ \ COMPONENT AREA PERCENTAGE RECOMMENDATIONS AND
\ SPACE GENERALLY ACCEPTED LOCAL
680639 WOOD GUARD RAIL ESStBLE ----' J TOTAL SITE 23,809 SF 100.0% CONSTRUCTION INDUSTRY
ALONG EDGE OF BUILC�\ING 5 PCC - j�� - _ BUILDINGS 5,488 SF 23.05%
SEE DETAIL ON DRAWI G C-3 -- °' PAVING & WALKS 12,925 SF 54.29% PRACTICES.
SHADED AREA \ - -'%� / °' o GREEN SPACE 5,396 SF 22.66%
8,013.87 SF PARCEL _ 1,5 \�� o
TO BE CONVEYED FROM \ ,O„ _-_ - �E � = o N
TAX PARCEL 309.11-2-9 \\ 126 __S_! -� I � o PARKING CALCULATIONS
TO TAX PARCEL 309.11-2-11 h� g'-0 _ _ _ / _ �\\ L � o
4 �� � o � PARKING IS CALCULATED FOR A SMALL OFFICE FACILITY BASED ON
.1 ��' 14 / , G_ �` '"�'i� ° 1 SPACE FOR EVERY 300 GROSS SQUARE FOOT OF BUILDING. TOTAL
/' `� ` 0 v
` L BUILDING SQUARE FOOT = 7,858 GSF THEREFORE 26 SPACES ARE REQUIRED.
-OO i \� c -C 29 SPACES ARE PROVIDED, INCLUDING 5 ACCESSIBLE SPACES DUE TO THE
_.r. 35� / I r\ r{Qce 4,2a o a_ NATURE OF THE FACILITY ADDITIONAL ACCESSIBLE SPACES ARE PROVIDED
°' 176.71 7-.7 _ S`' a BEYOND WHAT IS REQUIRED BY CODE WHICH ACCOUNTS FOR THE ADDITIONAL
53 16 E- _ j�-' -.-. . . . . .�.� . , , \ PsPha�t �\ SPACES THAT ARE PROVIDED BEYOND WHAT IS REQUIRED BY CODE. Q�
- - . I. . . . . . . . . . . . . . . . ., \\ , / --- - REMOVE E ISTING PAVING
�,-. . . . . . �.. . . �. . . . . ���I , /r Tai Parcel: 309.11-2-11 - / � � �--I
'. . . . . . . . . . . . . . . . . '�. . . . . . . . \ c r ' i 15,795.31 sq. ft. _ / / BETWEEN RONT OF BUILDING STORMWATER CALCULATIONS (FOR NEW IMPERVIOUS AREA) • rl 04
----- ---- DRYWE�J�-�6CATION ' \ I� \ \ \ \ I \ / "d / �` OF SIDEWA K TO IMPROVE
�., . . , . . . . . . . . . . . \ 1 \ \ \ \ I I \ ; 0.36 acres I N U N
---T'1'PICAL. SEE DETAIL ON \1 �� \ \ 1 I I ` , \ ° ` PERMEABILI Y. O
�� ,:':. . . . ;. . . . . . . . . . . . . . . . . . . . \ \ \ I / 1 \ � \ STORMWATER CALCULATIONS ARE PROVIDED FOR NEW IMPERVIOUS AREAS . �..�
I -' DRAWING C-4 , \. . . . . . . .. . . . . . . . .� <:>;. i. . . . . . . . . . . . . . . . . . . . . . . \\ ` 1 1 1 \ / / d AS FOLLOWS;
--- ;' �. . . . . . . . . . \ \ \ 1\ NEW BUILDING AREA = 2,031 GSF 1i�11
4
IL 1 • 10 ' \ ` t� I I / 3t;
1 o c NEW PAVEMENT AREA = 7,194 GSF ^ ,
TOTAL NEW IMPERVIOUS AREA = 9,225 GSF CALCULATED AT 0.5 GAL SF
NEW PROPERTY . «. . . . . . . . . '. R� \\. . . . . . . . .� 1�1� I\ / 11 II �i`t�- \ pROPOSS �\ \ N FOR 50 YEAR STORM = 4,613 GAL OF STORMWATER CAPACITY TO BE PROVIDED.
LINE VIA BOUNDARY , � 3 \ \ \ \ J &\ ` �- �I Z
LINE ADJUSTMIINT �. . 356' 6 I -� STORMWATER CAPACITY PROVIDED BY THE 3 NEW DRYWELLS EQUALS 9,023 GAL M""I
I .' �-------" __— �. . . . . . . . . . . . . . . �.�.. . �:N \ 1' 1 1 \
/ \�=I 1 \ ` m \ \ WHICH IS ADEQUATE FOR ALL OF THE NEW IMPERVIOUS SURFACES. IN ADDITION
. . . . . . . . . \.w. 1 \\ 1 \ \ N
STONE INFILTRATION _ .�. . ./. . . . . . �, . . 1 I\ \ \ �- d 6 I U")
- \ \ \
\ 1\- I �` \ \ - ,______ - \ W � � i�\ � THERE WILL BE A NEW EAVE TRENCH PROVIDED AT THE DRIP LINE OF THE NEW
TRENCH ALONG EDGF,' ��` t \\ `�\>y; \ �\\ \\ ,__ W; BUILDING ADDITION TO PROVIDE SOME CAPACITY FOR THE ROOF VOLUME PRIOR (� COO
OF NEW PAVING TO ROOF RUNOFF REACHING THE DRYWELLS AND A NEW STONE FILTER STRIP Q •
- / cu
1 , /. .i . . . . . . �. �.\. \ \ \ Ac. -- WILL BE ADDED ALONG THE WEST EDGE OF THE NEW PAVING TO ACCOUNT FOR O �..,� �� V
,�� ' x',10' SHEET FLOW FROM THE REMAINING NEW PAVEMENT NOT BEING CAPTURED BY THE �I •
Lands n/f of -I (REVISEP) Tax Parcel: X09.11- -9 / ' \ ' ` �� �'/ / , / "' CATCH BASIN & DRYWELL SYSTEM. NO CAPACITY HAS BEEN ACCOUNTED FOR �� d
DorothyKloss /p 23, `� _ �` II 1 I / � / / ' IN THE NEW CATCH BASINS OR THE INFILTRATION OF THE EQUALIZATION PIPES •
445.45 sc� 1 , , r. \. . . . . . . . . . .�: ® / / g6
693/107 �,--w - 0.538 ares`\ i i i. . . . . . . . . � Vii} =�' =:' , /E SUr{ace BETWEEN THE NEW DRYWELLS. THE EXISTING SOILS ARE DEEP SANDS WHICH FROM
�. \ \. - r ,� - 16
' / 1 \ I , I.: . . . . . . . . . . . . . '... . . . . . . . . \. . . . . . . .'.'. . . . . . . . .I\. QC.'.�.�. S. \\ .>\' �/1-/ / �j2 Possible ha\t TEST PIT DUG ON SITE AND OBSERVATIONS DURING CURRENT STORM EVENTS • ,tai
\ �, sump Pit P APPEAR TO BE WELL DRAINED, NO EXISTING PONDING OCCURS ON THE PROPERTY
.�I /-�\ `\ EQUA�La-Z.ATION/PIPE - \% % \ . . . . . . . 355 `\ �\ \ \�.;� ��_� - __ -- DURING STORM EVENTS CURRENTLY. EXISTING ROOF AND PARKING AREAS ARE {
I Cl I ® TWF7=N'OV�TC\H BAS iv `\ I .. . . . . . . . . . . i. . . . . . . . . . \ti` t 1—--�'�_ -' _--''- G� 1z
/ = I �� = �� i HANDLED BY THE EXISTING DRYWELL SYSTEM AT THE SOUTH EAST CORNER OF •�
• �I ___/ 110CX� 6NS.1 E\QUALI ATION \ ' f-\ .� / - cd
«:. .
I ` , -_- t �. _:i THE PROPERTY AND THIS SYSTEM APPEARS TO BE FUNCTIONING ADEQUATELY Cly ��11
00 �,\ 1\ --�\ WIPE Tb"Bq 8 �b PERFORATED \\ / i 1.'.' .'.".'.'.'.'. .'.'. '. .'. . . . . . . . . . . . . . . . . . . . . 6'= /• i DURING CURRENT STORM EVENTS.
U) I 1 / \ -'1 ` PLASTIC IPIF.E SET 4N BED OF / / I . . . . . . . . . . . . . . . ., . . . . . . .
\ CRUSHEd STONE. fiLEVATION
\ � / p•4
\ I OF-6 UA�LrzA710N JPIPE TO \. \\
/ �, .. ,. . / NEW PAVING T01 ante •�--I
I /'• \____� C�CTCH BASINOWDTOYPOF ,� /, �.. . .^.` ,�_ . ._ _ >«:; ; / �; CONNECT TO E�ISTING I w°°aatior / \
�.. / . . . . . . . . . . . . . . . . .. a P
: - r 1 GRAVEL PARKIgG ON / a / / `� C LO
El �� \ ADJACENT PA EL i /
'� 'L I / \�/ / / �� n M
N / ° II
I i , / I / \\ II NEyVPROPERTY ,' Tax Par el: 309.11-2-10 �' a a 0) m€
I ° I / / /_, \ 1 rL NE VIA BOUNDARY , \� 14,6 8.85 s ft.
\ ° 1 I I I /' CATCH SIN LOCATION \ 1 a'-\ I q' cn d 0
I INE ADJUSTMENT, 01 4 acres / /
1 ` 11111 TYPICA SEE DETAIL ON 1 1 '
I \ I 1 1 1\ I \ �' P I / \ 2 StoYy „ �-
I \\ " 1 1 1 1 DRAW G C-4 I 11 `\ �,� �= I \\ o d Frame
*00d d�n9 w • .'"
Q ok
--------- \ \\\I j I Gravel Surface oe t\
/ I
CO
Oec�K CN
05° 15'' —`< I 7.60 ' °
44 8
/' E x'1 .40' _ - - - - I 1 i'/ / 55' 59" W - _ 0 � �o
/ Lo
/ / -0 U 0
� I I O
N 02. 05' 44" E 70.57' - - - _ Q,
Allen ,,''Street N
\ -
1 I ,�
CAD FILE NAME
N\ ACAD\ADIR. REHAB\C-1
< SCALE 1" = 20'-0"
Lands jT/f of ' `\
Daniel &2\ren if r Hun DRAWN BY
54
Lands n/f of ,/ /
Roy & Cathy Mitchell I I DRAWING TITLE
1225/153 \I
I
SITE
I LAYOUT &
I
GRADING\
DRAINAGE PLAN
DRAWING No.
� C- 2
m
V
Q
O
V
LL
OIL
cQ
G
d
L.f1
r-I
r-I
N
r-I
r-I
(D
N
N
r—I
m
FULL CUT OFF LUMINAIRE
LED LIGHT FIXTURES - KADRD LED 20C
HIGH OUTPUT LED LIGHT FIXTURE No. DESCRIPTION DATE c
EVERGREEN TREE DECIDUOUS TREE
GROUND LINE TO BE PRUNE BACK 1/4 ON SITE; PLANTING SCHEDULE REVISIONS Q)
THE SAME AS EXISTED SPRAY WITH ANTIDESSICANT 15'-0" - 4" SQUARE ALUMINUM POLE EPAX S5
AT NURSERY ACCORDING TO MANUFACTURERS ABBREV. PLANT TYPE QUANTITY COLOR TO MATCH LUMINAIRE I
INSTRUCTIONS.
BACKFILL WITH TOPSOIL MV FLOWERING CRABAPPLE (MALUS VAN ESELTINE) 2 HANDHOLE BOLT BASE COVERo
& PEAT MOSS 3:1 BY IF FOLIAGE IS w N a
VOLUME IN 9" LAYERS JJJJJJ PRESENT, DOUBLE STAND OF TC LITTLE LEAF LINDEN (TILIA CORDATA) 2 Of O3 Q)
WATER EACH LAYER 10 GA. GALV. WIRE TWISTED 4 ANCHOR w �r 2
UNTIL SETTLED �J�J�JJ FOR SUPPORT PA NORWAY SPRUCE (PICEA ABIES) 1 BOLTS W/LEVELING NUTS AS z a
2-1/2"' - 10' LONG 1" CHAMFER SUPPLIED BY LIGHTING MANUFACTURER V z
CEDAR STAKE WITH NOTCHED PC ANDORRA JUNIPER (PLUMOSA COMPACTA) 10 W Q
END (7' EXPOSED) 2 PER CONCRETE FOUNDATION (FORMED ABOVE GRADE) af
o M m
V I I I SMOOTH FINISH, CHAMFER ALL CORNERS LLI
a z o s
TREE DL DAY LILLY 40 o i i i i i FINISH GRADE = z Li 0 Of
U o �
�\ r T_i T \/\/\/\/\/\/\/ \/\/ \/\/\
RUBBER HOSE CH CH COMMON HOSTA 40 V `�
FRICTION //������ FOLD BURLAP BACK
//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\/ o a
GUARDS FROM TOP OF BALL 0 0 0
TURNBUCKLE /j +-I-+ //j//j/ji//i//i//i//i//i//i//i//i//i//i//i a J o z
3 GUYS OF 10 GA.
TWISTED WIRE 45? /�\/ I L lJ I / /\ J o o }
3" MULCH /\ / ( )
TWI APART \\ I I -ic I I //\\/� ELEC CONDUIT GALV STEEL J c E � of
L _ BEND, 24" RADIUS �' c o a
--
4" SOIL SAUCER r\\/ I —l_ �r o � o
AROUND TREE \ %\� \\\� _ °° Co r, a z = o
2"X4'X3'-0" 1 -I �/\U) toI I / / 8 #7 RODS VERT., SPACE EQUALLY _ - N o o ° w
STAKE DRIVEN — — \\ I I \\� _ } c o -
i� r- /\ I /\/ O D -t iJd o z }
FLUSH WITH I /\ #4 HOOPS @ 12" oc, 12" OVERLAP (n L z �- s z
11=1 I I (-
FINISHED GRADE — %\; L--- /j\/j` v a; > Do Do-c-
7
� a a
-III I-III = -III - / / m l ,��\\ I I \\� Z _ Q - a �, Z
7`I //\� I I / X ,° a
_ a
6" MIN. --y \j 2'-0" DIA. ROUND BASE (EARTH FORMED) 7--
r--- 0
-III I I =1 I1=111=111=1I I I II 11111- 6" MIN. 1 / s�\ \\� 4000 P.S.I. CONCRETE w �' 5 E
12" MINI I I III III=1 I1=1 I1=1 11- EQUALS TWICE
EQUALS TWICE BALL BALL DIAMETER Lands n/f of �\ "' LIGHT POLE DETAIL
WORK IS TO BE AS SHOWN &
DIAMETER
1 / / Dr. Patricia Evans of M II NOT TO SCALE NOTED AND IN ACCORDANCE
/ 1276/114 Y 1 m E
PLANTING DETAIL: TREES AND SHRUBS , � / �\ QQ NOTES WITH MANUFACTURER'S
1. SEE PLANS FOR POLE LOCATION. RECOMMENDATIONS, TRADE
NO SCALE EXISTING POLE MOUNTED ,"-^ 1 2. CONCRETE TO BE SMOOTH RUBBED FINISHED. ASSOCIATION PUBLISHED
1 LIGHT FIXTURE -' - 1 3. COORDINATE INSTALLATION WITH OTHERS TO RECOMMENDATIONS AND
;' ; ASSURE A COMPLETE PACKAGE WITH CORRECT LOCATION GENERALLY ACCEPTED LOCAL
WOOD GUARD RAIL EXISTING POLE MOUNTED ( t; `-` - \ OF ANCHOR BOLTS AND ELECTRICAL CONDUIT. CONSTRUCTION INDUSTRY
ALONG EDGE OF BUIL ING --- ____���� - _
LIGHT FIXTURE PRACTICES.
SEE DETAIL ON DRAW( G C-3 ___-- -" �
Lands n/f of
Michael Liddle
680639 POLE MOUNTED
LIGHT FIXTURE 1 , '`~ ` \ ,;' S,
r" f- \ (10) DL
" E 17 6.71 _ _ - -� :k - i' ;}' ' y ------- ~:> =-- 'f S` �_ - Q.
S 03° 53 -16 - - - - f: ��= l �PC '\ I L'
;� \ ( \ " _ __ �x- el b9 ?1-fid ' ^\ i f o o REMOVE E (STING PAVING
j--- �:_- ,31 \ �q BETWEEN RONT OF BUILDING ``�--I • �..� 04
' -� - OF SIDEWA K TO IMPROVE �
0.31 c e/ P ER M EAB I LI Y. O
\
I ` —: ---
*ALL MOUNT `, .\c--" -'' S6�6 •� 1 P
1 1 \ \ IGHT FIXTURE'S�� 1; p FF'3 11 (10) DL l
1 p5E 1\I (10) CH
Z
J ; �` P t it 6
\ ; , PC
w (10) DL ', :X 1 U
(10) CH PCCOO
W� 6 •� �I
(REVISED) Tax Parcel: 309.11-2-9 1 �`,�� �\ �`- '�~-�' 1} �\ \t _ _ _ , / 0 �, N
�I 23,445.45 sq. ft. 1 ,
Lands n/f of M 0.538 acres
Dorothy Kloss i POLE MOUNTED \ \,��' \�f l~ "-,\ �\ A LI NTED �,� �ti _ X51 g6' \ • r"�
693/107 w LIGHT FIXTURE i\�^ j�'�---' \ \ LIG T FIX URE
Possible
^�__�_/ S Sump Pit
d -
0 _ ct
�I
eQ (10) DL
(10) FF,36p 4p 1�- N l\
I \ \ ,} i�1 1 '1 1 Story
Frage 41z
w°Pd tion / d
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c
0 to
OD
Tax Par el: 309.11-2-10 a a m E
o `t , w 11 14,6 8.85 sq. ft. U 0
i P 0. 4 acres / �' ory
6 2 StFrome , m
(n 1 / a wood W�
gui\d\n9 �
(S1� Oack (_0
N
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812
C) O
\ _ pack — rz 0 —
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—
I "' 05° 15' 44" E 236.40' - - - _ _ i 1 59„ W 87_6 - - 0 0 o
ry I it - Og 0 ° o to
E O
N 02° 05' 44" E 70.57' a)
Allen Street N
ICAD FILE NAME
0 ACAD\ADIR. REHAB\C-1
I N N
SCALE 1" = 2O'-O"
I Lands n/f of
Daniel & Jennifer Hun DRAWN BY
Lands n/f of 1274/54
Roy & Cathy Mitchell I DRAWING TITLE
1225/153
I
I SITE
LIGHTING &
I
LANDSCAPING
DRAWING No.
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RIP—RAP
3/4"-1 1/2" STONE
FILLED STRIP No. DESCRIPTION DATE
NYSDOT ITEM NO. 403.178902 ASPHALT REVISIONS
CONCRETE TYPE 6 TOP COURSE
1 1/2" THICK.
.
NYSDOT ITEM NO. 403.138902 ASPHALT ° o�ooO,°o ,°oa,:°o°,'on I�1— i
CONCRETE TYPE 3 BINDER b
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,> COURSE, 2 1/2" THICK. PAVO ° III- w N } u
0 0 0..o..o..o..o..o..o.
MENT
3 x12 TREATED PER EDETAIL
AS p. o o.. oo ...�o..>..o.....o...o III Z 3
TIMBER RAIL TREATED WOOD o. — � }
ATTACHED TO POST 6x6 POST AT NYSDOT ITEM N0. 304.14 SUBBASE — — Z U Z o
8 —0 O.C. COURSE TYPE 4, COMPACTED -III III J ~ a
3/4" CARRIAGE BOLTS TO 95% MODIFIED PROCTOR III z U = U �_
2 AT EACH END OF TIMBER DENSITY, 8" THICK. III W
_ Q
how L5
=1 IUJ
GEOTEXTILE FILTER FABRIC III M r ? o Of
EXIST. SUBGRADE. _ _ U
co ENVELOPE (OVERLAP 18" MIN.) =11 IIII V JLO u
oar
PITCH TO DRAIN TYPICAL PAVEMENT DETAIL III �IIII Q 3z0
WATER AWAY J o Q
N.T.S. III — — 1'lJ III J o � � o }
III—1 I I—III-1 I I-III I I Q N UFn CL
FINISHED GRADE _ " � c00o a Z o
30 TYP. N o o °Q Q
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CASTINGS
TS � L � STONE FILLED FILTER STRIP Q - DF
24MINCLAROPNNG a }a
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U)
r, PAVEMENT, SEE DETAIL RIM EL. x 6 0
4" SOLID MASONRY OR PRECAST o bi r7 — o o E
CONC. GRADE RINGS AS REQ'D.
co 18"0 CONCRETE
SUBBASE. SEE PAVEMENT DETAIL. w c� > w w
FOUNDATIONRAME & GRATE:
~" 8" THK. CONC. LID W/H-20
co "`1'j :�:.�' O°O OpOo.O:o OvpO0v. .ve:.1pp. �..pO.O^. ov°OO^�.0.°"o O�°O...o..O:^0Vo.OO.0�.O O:.p°O g•O.. o O
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CAP
ACITY.
SYRACUSE CASTINGS
ZA
S
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ING
S
SLOPE SLOPE PATTERN NO. 2386
WOORK
IS TO
BE AS SHOWN &
NOTED AND IN ACCORDANCEPRECAST CONCRETE DRYWELL IM EL. SEE PLAN
W/H-20 VEHICULAR LOAD WITH MANUFACTURER'S
PAVEMENT SLOPEDCAPACITY. RECOMMENDATIONS, TRADE
TO INLET GRATE, TYP. ASSOCIATION PUBLISHED
° O RECOMMENDATIONS AND:O. o o o oo O .
o GENERALLY ACCEPTED LOCAL
O. o oo DO ° oOo CONSTRUCTION INDUSTRY° 0 . o 0. 0. 12"0 FROM CATCH BASIN
o Oo PRACTICES.0^ O o 0 .
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n °o : Oo ooO. p. a-
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O O. .O. OPIPE DIAMETER O • V�1
00
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AT ALL OUTLET
PIPES ONLYBACKFILL W/
\ \/\/
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COMPACTED �
UNDISTURBED SOIL6°' 1'-0" GRANULAR FILL.
MIN. MIN. (TYP.)
..4
TYP. CATCH BASIN DETAIL O U
TYPICAL DRYWELL DETAIL N.T.S. Z
N.T.S.
O COO
• � �
ct o,
RESERVED
PARKM
1.25" x 1.25" (2" x 2" NOM.
FOR WIRE MESH BACK ) C
12" x 18" HARDWOOD POST OR STEEL
M.U.T.C.D. P4-6 OR STEEL "T" OR SECTION �+
MOUNT 6' HIGH TO TOP
POSTS O
PROVIDE "NO PARKING"
IN UNLOADING ZONE
SIGNAGE
WOVEN GEOTEXTILE FABRIC
i GEOTEX 2130 (OR EQUAL) SEDIMENT CONTAINMENT AREA
5' MIN (10' PREFERRED)
6" WIDE DIAG. WOVEN WIRE MESH REINFORCEMENT
STRIPING @ 18"
and 30° TO (IF NECESSARY) MIN. 14 GAUGE
CURB (typ). WITH MAX. 6" OPENING
SILT FENCE ASSEMBLY
Lk
o (SEE INSTALLATION NOTES) � TOE OF SLOPE
I
O
INTERNATIONAL N
SYMBOL OF �i��III UNDISTURBED
ACCESSIBILITY \\= FLOW GROUND
at EACH
SPACE (typ) 6" WIDE PAINT
STRIPING (typ) ,� <�IIII \�\\•� ��\/ ��
O RETAIN EXISTING VEGETATION, 00
IF POSSIBLE —
EQUAL EQUAL EXCAVATE TRENCH, BURY SILT FENCE FABRIC CAD FILE NAME
9'-0" 9'-0" AND BACKFILL/COMPACT EXCAVATED EARTH ACAD\ADIR. REHAB\C-1
4" SCALE 1" = 20'-0"
SECTION DRAWN BY
oA oDsca APPED ACCESSIBLE PARKING SPACES SILT FENCE DETAIL DRAWING TITLE
(SILT FENCE — TEMPORARY)
NOT TO SCALE
SITE
DETAILS
DRAWING No.
A C- 4
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30'-5"f EXISTING 39'-10"f EXISTING rq
No.1 DESCRIPTION DATE
REVISIONS
1"fill I 2
0
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z
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a0 W I NN N }a
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TRANSOM TRANSOM I w w z
Zia
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------------ WORK IS TO BE AS SHOWN &
l NOTED AND IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS, TRADE
___ O -_----- ASSOCIATION PUBLISHED
RECOMMENDATIONS AND
-------------- ----------J II I I
GENERALLY ACCEPTED LOCAL
❑ i i i i i i l i i i CONSTRUCTION INDUSTRY
PRACTICES.
TRANSOM TRANSOM �
U
70'-3"f EXISTING
EXISTING MAIN FLOOR PLAN EXISTING BASEMENT FLOOR PLAN o
1/8" = 1'-0" 1/8" = 1'-0" C!�
. �•-I N
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70'-3"f EXISTING
45'-4"
V] Z
TRANSOM TRANSOM TRANSOMCOO
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SHAWN EX IM I I I I EXAM I �, N
(14'-7" x 10'-0") (16'-4" 10'-0") (12'-8" x 10'-0") a, i •
II RANSOM TRANSOM
PHYSICAL THERAPY SPACE •
CORRIDOR (37'-9" x 20'-10")
EXAM ---__ I
(10'-0" x 12'-0")
TEL (10'DEx 8'-0')CH
US EXAM
I
TO z 1-3,' --------- (12'-0" x 10'-0")
�� z
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t'x 1'-3 US EXAM I I _
0
C-4 L0
(12'-0" x 10'-0") --- --- o
EXAM
(10'-0" x 12'-0") ------- ---- I N
CORRIDOR
7
I
i f I I Ell
it -------_ii_=------� O
BUSINESS OFFICE --- TOILET SAMPSON COSGROVE
TODD JEFF IiEXAM VAN (32'-4" x 12'-0") i --- O (13'-4" x 11'-0") (11'-0" x
(14'-7" x 10'-0") (16'-4" 10'-011
) (12'-7" x 10'-0")
I
I I I I I I I p
ii
II I I ❑ I I I I
I I
TRANSOM TRANSOMTRANSOM TRANSOM
NEW ELECTRIC CAD FILE NAME
SERVICE PANEL ACAD\ADIR. REHAB\A-1
LOCATION
44'-8" 70'-3"f EXISTING SCALE 1/8" = 1'-0"
DRAWN BY
DRAWING TITLE
PROPOSED MAIN FLOOR PLAN EXISTING &
1/8" = 1'-0"
PROPOSED
MAIN FLOOR
PLANS
DRAWING No.
L A- 1
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No. DESCRIPTION DATE C
REVISIONS o
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wwz
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U = � �
W 0QZ
EXISTING LEFT SDE ELEVATION EXISTING REAR ELEVATION
wcoD m z C)
1/8" = 1'-O" 1/8» = 1'-0" = r w0 Of
s
U Z -io
Q J N __Ile
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---------------------
WORK IS TO BE AS SHOWN &
NOTED AND IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS, TRADE
ASSOCIATION PUBLISHED
RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
......................................... .................................... . . . . . . . . . . . . . . . . . . . . . . .................... . . . . . . . . . . . . . . . . . . . . Q.7
PRACTICES.
EXISTING FRONT ELEVATION EXISTING RIGHT SIDE ELEVATION
1/8" = 1'-O"
O
. �•-I N
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----------------
° U
---------------
ocu• �
D D D D11 H o,
=ILIa�
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r--�
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PROPOSED LEFT SDE ELEVATION
1/8" — 1'-0" PROPOSED REAR ELEVATION
1/8 - 1 0 •O
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-------------
-- �o
------------- ----------
D D D D D
CAD FILE NAME
ACAD\ADIR. REHAB\A-1
---------------
------------------
SCALE 1/8" = 1'-0"
DRAWN BY
DRAWING TITLE
PROPOSED FRONT ELEVATION PROPOSED RIGHT SIDE ELEVATION
1/8" = 1'-0" EXISTING 8c
PROPOSED
EXTERIOR
ELEVATIONS
DRAWING No.
L A- 2