20140209 Ver 1_SMP 7A Dry Pond REVISED_20210412

STO RM WATE R B M P
ACCESS $ MAINTENANCE
EASEMENT
MAX. WATER LEVEL DURING
100-YEAR STORM = 326.5
SHOULDER GRADE = 328.67 (-1)
TRASH RACK
TOP OF RISER = 326.29
I' WEIR SLOT = 325.66
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8" PVC
INVERT = 322.63
1 1T
18" RCP OUTLET
BARREL @ 5.09%
INLET# 16
3'x3' RISER
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iY DETAIL
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RIP -RAP
PROTECTI O N
24"
NOTES:
I . FABRICATE TRASH RACK BY
WELDING #4 REBAR SPACED 8'I
ON CENTER.
2. BOLT BOTTOM OF TRASH
RACK TO TOP OF 3611x36'I RISER
SUCH THAT IT MAY BE REMOVED
FOR ACCESS.
36""
DETAIL - TRASH RACK
INLET# 16
TOP RISER = 326.29
I ' WEIR SLOT = 325.66
INV. IN = 322.66
INV. OUT = 322.63
BOTTOM WIDTH = 3'
WITH GEOTEXTILE LINER
TW=326.0
DW=325.5
TOP=329.18
INV. IN = 322.28
INV. OUT = 322.06
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NOTES:
1. RETAINING WALLS MUST BE A MEDIUM OR DARK BROWN OR RUST COLOR.
2. RETAINING WALL DETAIL REPRESENTS THE WALL TYPE TO BE USED AT THIS SCM.
NOTES:
15" EES
INV.=325.98
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN
OF APEX STANDARDS AND SPECIFICATIONS.
2. BOUNDARY INFORMATION FROM A DIGITAL FILE BY BARRY SCOTT SURVEY COMPANY.
3. TOPOGRAPHIC INFORMATION TAKEN FROM WAKE COUNTY GIS DATA.
4. THIS SITE HAS BEEN REVIEWED FOR WETLANDS AND STREAM BUFFERS BY ENVIRONMENTAL
SERVICES, INC. AND THE DELINEATED ENVIRONMENTAL FEATURES HAVE BEEN SHOWN.
5. PER FEMA MAP #3720072 I OOJ DATED 02 MAY 2006, NO 100-YEAR FLOODPLAIN EXISTS
ON THIS SITE.
6. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949) LOCATE ALL
EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
7. THIS SITE IS LOCATED WITHIN THE PRIMARY WATERSHED PROTECTION OVERLAY DISTRICT.
8. ALL PERMANENT SLOPES SHALL BE GRADED TO 3: I OR FLATTER ON THE INSIDE SLOPE OF THE
DRY POND.
9. THE BOTTOM OF THE DRY POND AND INTERIOR SIDE SLOPES SHALL DE SODDED.
I O. THE DRY DETENTION POND SHALL BE LOCATED WITHIN A DRAINAGE EASEMENT WITH
ACCESS TO A PUBLIC R/W.
1 I . RETAINING WALLS SHALL BE SEGMENTED BLOCK TINTED MEDIUM OR DARK BROWN OR RUST
IN COLOR. ALL PERMITTING WILL BE HANDLED AS A SEPARATE SUBMTTAL.
12. CONTRACTOR SHALL CONFIRM THAT FILL SOILS USED FOR SCM CONSTRUCTION HAVE BEEN
ADQUATELY COMPACTED.
0 5 10 20
GRAPHIC SCALE
03/09/21 REVISION:
THE PURPOSE OF THIS REVISION IS TO APPROVE THE GRADING AND
RETAINING WALLS NECESSARY TO PROVIDE 3: 1 INTERIOR SLOPES FOR
THE SCM. ANY LANDSCAPE PLANTINGS IMPACTED BY GRADING SHALL
BE REPLACED.
THE SIGNATURES AFFIXED BELOW CERTIFY THAT THIS SHEET HAS BEEN REVIEWED AND APPROVED SOLELY
PER THE CERTIFICATIONS SIGNED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS.
N/A
rtlalton 04/13.021 5:03.30 PM
PW - TRANSPORTATION
N/A
sewens 06/19/2021 8:27:35 AM
BUILDING INSPECTIONS
N/A
Anon 04/19/2021 10.31.36 AM
WR - UTILITY E/ANGINEERING
N
rsmith 04/12/2021 2:01:42 PM
ELECTRIC
N/A
WR - 5 E
DATE
Approved
WP _ STOPKAWATFR
Approved
abunce 04/12/2021 231;25 PM
DATE PLANNING
NIA
DATE
DATE
DATE PLANNING - TRANSPORTATION
N/A
khuegerich 04/12/2021 3:20:51 PM
DATE FIRE
N/A
arelnoke 04/12/2021 1:22:08 PM
DATE
DATE
DATE PARKS, RECREATION $ CULTURAL RES. DATE
Jones & Cnossen
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Construction Management
221 N. SALEM ST.
SUITE 001
PO BOX 1062
APEX, NC 27502
Office: 919-387-1174
Registration: P-0151
www.jonescnossen.com
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0
CONSTRUCTION DRAWINGS
WAKE COUNTY, NORTi1 CAROLINA
TOWN OP APEX
SCALE
111= 101
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0
0
DRY DETENTION
DRAWN
PDC
DATE
APRI L 2 1 , 201 5
REVISION
08/2 1 /20
11/17/20
03/09/2 I
GRADING REVISION
TRC COMMENTS
TRC COMMENTS
5Y1EET
7A
PROJECT
I302