HomeMy WebLinkAboutConstruction Drawings C-500 V18" 1—
� OF PARKING
SPACE
HANDICAP SYMBOL
SCALE: N.T.S.
4" ROAD BASE
Nei/I!i/I!i/I!i/I:�07I:�07I:�07!
COMPACTED12" ROAD SUB -BASE
SPECIFIED IN THE SOILSREPORT
NOTE:
PER GEOTECH REPORTDATED
2022 PREPARED BY ATLAS.
HEAVY DUTY ASPHALT PAVEMENT SECTION
SCALE: N.T.S.
STORMWATER POND ELEVATIONS
BASIN A
BASIN B
BASIN C
D,
2615.5
2615.8
2615.2
D2
2616.50
2617.30
2616.70
03
2617.5
2617.8
2617.2
1'-0.
MATCH EXISTING GROUND ADJACENT TO MIN.
EXISTING SIDEWALK/CURB & GUTTER _-� I
4" TOPSOIL OR AMENDED
NATIVE MATERIAL REVEGETATE
BOTTOM AND SIDES PER ACRID
REVEGETATION GUIDELINES
R�
51/1/ww2
"
z
TOP OR
BASE COURSE ROCK
THOROUGHLY COMPACTED
2 CONCRETE BARRIER CURB
SCALE: N.T.S.
6" PORTLAND CEMENT CONCRETE n
4" CRUSHED AGGREGATE BASEm
COMPACTED SUBGRADE AS \ \
SPECIFIED IN THE SOILS REPORTNOTE: S •` MR'
, •` •�
PER ADDENDUM #1 TO GEOTECH REPORT DATED
MARCH 23, 2022 PREPARED BY ATLAS.
6 RIGID CONCRETE PAVEMENT SECTION
SCALE: N.T.S.
z
in
HIGH WATER LINE
EL: D2
1i MIN
BOTTOM OF POND EL: Di
GENERAL DRAINAGE NOTES
1. DESIGN INFILTRATION RATE VARIES FROM 2.0 TO MORE THAN 12.0
IN/HR PER "GEOTECHNICAL INVESTIGATION" PREPARED BY ATLAS.
DATED MARCH 23, 2022.
2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF
GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM
DESIGN ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IF IT IS
HIGHER THAN ANTICIPATED
MIN. TOP OF BANK
EL: D3
� 4'x204'xC SAND WINDOW,
BASIN A, PER PLAN
9 TYPICAL STORMWATER BASIN DETAIL
SCALE: NITS
-M
M
M
M -
--M -----M
HIGH WATER LINE
O BOTTOM OF POND
o a
9.1 O.
:-�� .............
TOP OF BANK \
SAND WINDOW, SEE
DETAIL, THIS SHEET �'-
::.� .
TOP OF BANK
1
STORMWATER BASIN A
SCALE: 1" = 20'
2'-0"
NEW A.C.P. SQ.
2'x2'x6" CONCRETE PAD
CAST IRON RING %� •• ' " \
AND COVER
CONCRETE COLLAR
7 1/8 BEND
WYE
INSTALL CAST IRON RING &
COVER ON ALL CLEANOUTS.
CAP AT
END OF RUN
SIDEWALK OR
LANDSCAPING
SEE PLANS
DCLEANOUT
SCALE: N.T.S.
25"
6" 18"
1" R
0
3 1 /2" R 00
t 1/2" o
Dp
0
p 1 /2" R
1" BATTER
6
io
4" OF 3/4" MINUS
%i/%\� PERSHED ISPWC SECTIIONT800
6"
COMPACTED SUBGRADE
VERTICAL CURB W/REVERSE GUTTER PLATE
SCALE: N.T.S.
HIGH WATER LINE
I
•s.
1o• 7.5'
�Yp BOTTOM OF POND
so•
ss. 8.1'
J
TOP OF BANK
CIO
w w w�
11 STORMWATER BASIN B
SCALE:1" = 20'
HANDICAP SIGN AS REQUIRED BY
LOCAL AND STATE ORDINANCES
MOUNTED ON FACE OF BUILDING
HANDICAP
6, NOTE:
ADDITIONAL SIGNAGE MAY BE
(J U B I
J-U-B ENGINEERS, INC.
REQUIRED (FINES, ETC.).
b
PARKING CHECK WITH LOCAL
Z
GOVERNING AUTHORITIES
J N
z
2' SQUARE TUBE WITH CLOSED
C M
NL o
W a
TOP. (TO BE USED ONLY IF SIGN
.0 M
E
IS NOT MOUNTED TO BUILDING
U) O 00
O
�Q
W V �� ��
z x a) 00 _
W Z3 � N
N
i111
\\\\� \ -
i O
8"0 CONCRETE FILLED
Q]
POST HOLE
N
AGENCY REVIEW
TYPICAL
HANDICAP SIGN
4
SCALE:N.T.S.
Lv6,
xSS\o
\v
I
NOT FOR
CONSTRUCTION
0
CONCRETE
W/
o z
GREENSTREAK 1/4"W1.4XW1.4
RADIUS.MAX.GREENSTREAK
wm#632
0 o#632
L6X6
a=°m~
zw
QPAVING
-2"/", PER
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LAN
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m
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6
Z 0
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Z�3:a Hzw
3 z
z �
rc omJ O
� rr
In z
O
• •\ `�/ BUILDING
In o - -
8" FOUNDATION
_ RI:E
COMP. GRANULAR FILL
¢ (3 o o
w
SEE SPECIFICATIONS
F w w 0
#5 CONTINUOUS T. & B.
w > W ~ o
�wm3Z
a
w o o ) Y
=�z°m
ww
THICKENED EDGE==zo
0 m m
O
CONCRETE SIDEWALK
z
8
SCALE: N.T.S.
rn
BOTTOM OF POND
HIGH WATER LINE
O-
\ 1
\
\ TOP OFBANK
12 STORMWATER BASIN C
SCALE: 1" = 20'
0
z
cn
Qa
w
J_ cl
0
E
LLJ
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r
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FILE : 10-22-019 C-501
�JUB PROJ.#:10-22-019
Know1�'k�iS 1� ekY_I DRAWN BY:
Call
BY: KMM
Call before you dig. CHECKED BY:
ONE
E INCH
CALL 2 BUSINESS DAYS IN AT FULL SIZE, IE NOT C
INCH SCALE ACCORDII
ADVANCE BEFORE YOU DIG, I AS UPDAII D: 5/1212022
TRADE, OR EXCAVATE FOR THE SHEET NUMBER:
MARKING OF UNDERGROUND C-500
MEMBER UTILITIES