Preliminary Engineering Plans Pg6c
i
I 0
0
s
BLISS DRIVE
_ - 12" STORM
-CONNECT TO EXISTING
STORM MANHOLE
18" STORM I
12" STORM 15" STORM — n
IP
RIM- 680 70
8" PVC ® 0.50%
I
INV= 675.33
O '
12" STORM
UNDERGROUND DETENTION SYSTEM
TOP OF CHAMBER=678.50
BOT OF CHAMBER=675.83
BOT OF STONE=675.33
VOLUME PROVIDED=19,825 CF
TO
OUND '
M SYSTEM
I '
I'
I I
I
I
I
R (TYP•) CONNECT TO
M UNDERGROUND
DETENTION SYSTEM
OO
RM I
Y I
E
90
6" FIRE SERVICE CONNECTION
II III I
2" DOMESTIC SERVICE
CONNECTION
STORM
1
123
UTILITY NOTES
GRAPHIC SCALE IN FEET
0 15 30 60�
GENERAL UTILITY NOTES
1. ALL WATER LINES i 3" SHALL BE DUCTILE IRON PIPE, CLASS 52.
2. ALL SANITARY SEWER LINES SHALL BE PVC MEETING, ASTM D-3034 SDR 26
EXCEPT FOR SANITARY SEWER THAT CROSSES ABOVE WATER MAIN, THIS PIPE
SHALL BE AWWA C900 (UNLESS WATER MAIN CASING IS UTILIZED). PROVIDE
2 MINIMUM COVER.
3. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY
SERVICES WITH ADJACENT PROPERTY OWNERS.
4. ALL ELECTRIC AND TELEPHONE EXTENSIONS INCLUDING SERVICE LINES SHALL
BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS.
ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED
UTILITY COMPANIES.
5. CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL
WRITTEN APPROVAL HAS BEEN RECEIVED BY THE ENGINEER FROM THE
APPROPRIATE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN NOTIFIED
BY THE ENGINEER.
6. CONTRACTOR TO CALL "JULIE" (1-800-892-0123) TO COORDINATE FIELD
LOCATIONS OF EXISTING UNDERGROUND UTILITIES BEFORE ORDERING MATERIALS
OR COMMENCING CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES
IMMEDIATELY.
7. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN,
SANITARY SEWER, WATER MAIN OR ANY OTHER UTILITIES, THE CONTRACTOR
SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND
ALL UTILITY CROSSINGS AND INFORM THE ENGINEER AND THE OWNER/
DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN.
NOTIFICATION SHALL BE MADE A MINIMUM OF 72 HOURS PRIOR TO
CONSTRUCTION. THE ENGINEER AND ITS CLIENTS SHALL BE HELD HARMLESS IN
THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. THE
VILLAGE SHALL BE NOTIFIED OF ANY AND ALL CHANGES TO THE DESIGN
PLANS.
B. CONTRACTOR SHALL COMPLY COMPLETELY WITH THE LATEST STANDARDS OF
OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR
EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR SHALL USE
SUPPORT SYSTEMS, SLOPING, BENCHING AND OTHER MEANS OF PROTECTION.
THIS IS TO INCLUDE, BUT NOT LIMITED FOR ACCESS AND EGRESS FROM ALL
EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE FOR COMPLYING
WITH PERFORMANCE CRITERIA AS REQUIRED BY OSHA.
9. CONTRACTOR TO AVOID DISRUPTION OF ANY ADJACENT TENANTS TRAFFIC
OPERATIONS DURING INSTALLATION OF UTILITIES.
10. ALL DIMENSIONS ARE TO CENTERLINE OF PIPE OR CENTER OF MANHOLE
UNLESS NOTED OTHERWISE.
11. SEE ARCHITECTURAL AND MEP PLANS FOR EXACT UTILITY CONNECTION
LOCATIONS AT BUILDING.
12. LIGHT POLES SHOWN FOR COORDINATION PURPOSES ONLY AND DO NOT
REPRESENT ACTUAL SIZE. SEE SITE LIGHTING PLANS BY OTHERS FOR MORE
INFORMATION.
13. SEE DETAILS FOR LOCATING STORM STRUCTURES WITHIN THE CURB LINE.
14. STORMWATER FACILITIES MUST BE FUNCTIONAL BEFORE BUILDING CONSTRUCTION
BEGINS.
UTILITY LEGEND
O
PROPOSED STORM SEWER LINE
PROPOSED OPEN LID STORM STRUCTURE
(PAVEMENT USE NEENAH R-2540)
(GRASS USE NEENAH R -4340-B BEEHIVE)
PROPOSED CLOSED LID STORM STRUCTURE
(PAVEMENT USE NEENAH R-1772)
(GRASS USE NEENAH R-1786)
PROPOSED OPEN LID CURB STRUCTURE
(86.12 C&G USE NEENAH R -3281-A)
PROPOSED SANITARY SEWER LINE
PROPOSED SANITARY MANHOLE
PROPOSED STORM/SANITARY CLEANOUT
PROPOSED WATER LINE
PROPOSED VALVE VAULT
PROPOSED VALVE BOX
PROPOSED FIRE HYDRANT
PROPOSED LIGHT POLE
PROPOSED TRANSFORMER PAD (BY OTHERS)
00
z
L
No
w N
Ow:Q
a
U
i
O N
0
0 0
s
0
< 0 no
O
no
A�
J nZ
0O -Mao
_W
O
W
m
x�OJ
.n 3—wy
■�
oN o�Zo3
p N S
m
OO Jd�
00
CD
Ow:Q
i
w o
0
3
0
`
O
N
z
>'r
O
W
m
m
}
Lu
m
o
4
Z
Y
Q
N¢
W
U
W
X
2
N
0
0
U
a
OOF
Ow:Q
i
0
r
`
O
N
O
J
rW
OOF
Ow:Q
z�
r
`
O
N
O
N
O
ORIGINAL ISSUE:
11/05/2015
KHA PROJECT NO.
168403000
SHEET NUMBER
C3.0