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0 000 00 0 ,
o I / /
o. . GRANULAR SUBBASE COURSE EXISTING TREES
o v . o oQ:o. o ._ _ Qo o M
NYS DOT SECT. 304. TYPE 4 /
�'o COMPACTED TO 95% STD. PROCTOR LJ..) o EXISTING TREES TO REMAIN /
�. z 00 ,o TO REMAIN / / / oti
ao
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oowoop-
SUBGRADE COMPACTED TO N _ moo'
907, STANDARD PROCTOR D ORYWELL 1�2 103 /
J I RIM 95.8 '100 1IIt
99
ASPHALT PAVEMENT I 97 PROPOSED 8' HIGH CHAIN UNK FENCE \
A NOT TO SCALE \ •1 _ - - 8 _� a7 - - +9&4 �- � 10.0'+/ - - - �
sas+ ,�• \ 9a5 +rl�RA PARKING zrja • \ T 9s.5
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98.6 AUGN o 3W "ATIC 135.25• /
- .. 6 9a6+ SUDIN GATE +8a6 � - � � �-- \ .` 135.25' 1-1
. o f 9aa+ PROPOSED ST BUILDING - N PROPOSED'�TORAGE-BIJ&DING / N
981 +9a2 sat+ ASPHALT ' Z805 SF FF 99.4 - ` \ '/ 2,805 SF FF 99.4 /
LAWN OR PAVEMENT (SEE DETAIL) q 2 +9a3 as. 9.2\ _
p p00 0 0 0 _ _ SUBGRADE ELEVATION +9g.2 \ \ ��M98
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15.0 + .2 \ 99. + +99.2 - ' ::=9 T X O
0 SUBBASE MATERIAL UNDER PAVEMENT I ( I L
Z
w opo �p I I= COMPACT TO 907E MOD. PROCTOR ( I / t • s/ �� \ 135.25' / , Y » »
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' " / a EXISTING TREES 3
-' f-I I I-I I p o 2.705 FF 99.4 _ I TO REMAIN v Or
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• - +�P- - s§.6+ ss.o+ Z m a�
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tD _ PIPE FILTER MATERIAL �� Z \ ss. + 99.2 s + w DRYWELL D rn
•^� ai v
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a0 _ NO 2 GRAVEL I 50.0' 135.25' �� 135.25' 0
N (�I I I 0 0 -f I 12" PERFORATED HDPE PIPE ( I TYPE C BUFFER gas \ STORAGE BUILDING I o I (• a 0 L
0 ^I I HOLES ON BOTTOM a PIRI " VI PROPOSED STORAGE BUILDING I " $ .2 a� o � •a ap 0 F 0 to � 705 SF FF 99.4 Z705 SF FF 99.4 `� v W v pq v
_ 00 0 III= ENSTALL PIPE LEVEL AT ELEVATION 92.67 ' I EXISTING TREES I
I
On TO MAIN 9s.2 as. �� + 9.2 s. "'' _ _ _
- - = FILTER FABRIC I I ' I I z � C)
DRYWE DRYWELL INFlLT. _��"'��c I ' J°D tO °0 _
• 9e a+ + HP C • �ci + HP oag+ G Of w W
RIM 95.8 LE
g9 s9.2 RIM 98.6 PIPE B g9 " ASPHALT 99 I I
30 I ( I I + 2 / 99. + 99.2 A + I a
3 135.2V \ 135.25' I _ I /
I I I 985+ PROINSED STORAGE BUILDING N I I PROPOSED STORAGE BUILDING I N
INFILTRATION PIPE DETAIL I 2.705 FF 99.4 _ �� 2,705 FF 9a4 I I o
fl-
99. .2 / o /I ' N
v NOT TO SCALE I \ W �
/ +9a2 9g 8+ / + HP 99.2 R MY 98 6 (' \ \ N 99 2 / 9a6+ / ( N
1�25, 99. +99.2 �• ATE 1 MINU ( 00
HAY BALE DAM COMPLETELY AROUND GRATE I IN,\ / t3s.25 I I J ( ( W
REMOVE AFTER LAWN AREAS ARE ESTABLISHED PROPOSED STORAGE BUILDING N PROP�S�ED STORAGE BU�DNdG N ( Z
HAY BALES SHALL BE TIGHTLY BUTTED AND STAKED / 2,705 �•4 2,705 SF FF 99 4 I I
WITH 2 STAKES PER BALE 2' min INTO SOIL
as.2 C 99. + +99.2 99. +
HEAVY DUTY CAST IRON FRAME & GRATE
WRAP GRATE WITH FILTER FABRIC I \ A A�"' ` 99 / \ o �_99 SPHALT` 22'R ! / I >'
UNTIL LAWN AREAS ARE ESTABLISHED \ `� A � � 0-
8" TRAFFIC LOAD PRECAST CONCETE TOP \ sas sas 9ss aa8 I I N
PRECAST EXTENSIONS + �, Q) W
AS REQUIRED FINISHED GRADE sa 4 I c
IWbI I I ocy
Q
TOP ELEV. , , - 98 97 I ' U v
T`L i---ill ,�r1 iE i f _ \ �� I EXISTING TREES I ( �O
o o� E i '
"011 I o \ \
I TO REMAIN �
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'0 " STONE INFILTRATION STONE. o f / \ W EXISTING TREES
=' A 2 - 3" SIZE LEVEtSET oo� 2 3 SIZE �o \ ` TO REMAIN \ \ I 1 \ \ 1 I �V 0
N �b "' �n I \ (� �� tA, w Q
p ZO o° 0 6 ` V oO°35 ' 0 '\Yr S00'35'05"W 1428.50'\ _ J ,�. c
_:{�z€�. F GEOTEXTILE FABRIC _ "• -
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cn PRECAST o SIDES AND TOP 5 6 o c
,, -, o N CONCRETE o� \ FT-�
�h-M_ o o$ o� DRYWELL 12» ° \ \ / ( M+� 3 6 � 1^�
IN N ° 8' DIAMETER m 1 � \ � \ � \ = V
PRECAST FOOTING / / ��
- 0
is
MAXIMUM HIGH GROUND WATER t7� - - -
+ 10-0 OW BOTTOM OF STONE o YY C�T� D R I V \ �•� <C
BELOW `� (D o
N •d
DRYWELL with FRAME and GRATE in PAVEMENT w
a Q
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C NOT TO SCALE
NOTICE
CALL BEFORE YOU DIG UFPO
HAY BALE DAM COMPLETELY AROUND GRATE UNDERGROUND FACILITIES
REMOVE AFTER LAWN AREAS ARE ESTABLISHED PROTECTIVE
HAY BALES SHALL BE TIGHTLY BUTTED AND STAKED 800-962 ORGANIZATION
1-800-962-7962
WITH 2 STAKES PER BALE 2' min INTO SOIL
48 HOURS NOTICE REQUIRED
HEAVY DUTY CAST IRON FRAME & GRATE SEE BUILDING PLAN for LENGTH AND WIDTH OF BUILDING
WRAP GRATE WITH FILTER FABRIC
UNTIL LAWN AREAS ARE ESTABLISHED CONCRETE NOTCH - SIZE VARES
8" TRAFFIC LOAD PRECAST CONCETE TOP 1 1/2" VERIFY WITH BUILDING SUPPLIER
//6 6 x 1.2/1.2
PRECAST EXTENSIONS � 3 J4'S CONTINUOUS
AS REQUIRED �% FINISHED GRADE g•• 3 OWS CONTINUOUS
CONCRETE 3000 psi AROUND PERIMETER AROUND PERIMETER
» 1 1/2"
4 min.
-r 4" min. 1 1/2"
Data 15,2004
TOP ELEV. � 1 1/2" February
lJ'�- �- I 1 �! i I _ I i i •. i f • .. -�- • '"_. �"•f .-. _:. ' '' .'At
:.4.r•-jr R•Yiai0118
.' .
ast I z o o 0 0� a.. Cb v 0 0 0 o a o °O o __0_
0 00 o O �a . t 3-12-04 RESPOND TO
(� p CT MALE OOM ENTS
I_ Zf 0 QQ ° DO 0 • ! .04
1: r �. O O •'....� O 0-1 N
O O `/ O° O .. 00 O O 00 O 0 O •a Y O p ° •. -
i 0 8 ° ° GEOTEXTILE FABRIC 1 0 0 o O o° 8 0 ° o �0 .- ", 0 � • .
z PRECAST •• :- ..•...•� -' '- .. •� o �o °O 1 •� -.'
STONE 0 �p CONCRETE g o o ALL AROUND STONE y 4 O 1 0 0° o o ° ' •. . 2. AS-BUILT 1 i-08
2 - 3" SIZE . o v o 0 ..o SIDES AND TOP
L': o w DRYWELL ovo o I 0 8 min. COMPACTED, WELL DRAINED
- 0 0$ N 8 DIAMETER 0 _ 8 min. COMPACTED. WELL DRAINED GRANULAR MATERIAL
12" 0 12 GRANULAR MATERIAL 12"
i WRAP MESH AROUND PERIMETER BAR
0
J1.
m
0 1NRAP MESH AROUND PERIMETER BAR
PRECAST FOOTING
1'-0" MAXIMUM HIGH GROUND WATER
SECTION ® BUILDING SIDES and STORAGE END SECTION ® OFFICE EN
SCALES 1"= 30'
, I- 10'_0•• BELOW BOTTOM OF STONE D
DRYWELL with FRAME and GRATE in LAWN ALASKAN SLAB DETAIL
D NOT TO SCALE NOT TO SCALE DWG. t..71 `��w
SHEET 2 OF 4