20030570 Ver 7_Stormwater Info_20160108

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ND CONSTRUCTION NOTES: 1. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE
TEMPORARY DIVERSION NOTES: \ I connections, or other facilities are shown on the Plans. It shall
LAND -DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED be the Contractor's responsibility to have all utilities located by
1. TEMPORARY DIVERSIONS SHOULD NOT BE CONSTRUCTED UNTIL ADJACENT 1. DETENTION PONDS MAY BE CONSTRUCTED AND USED AS THE SEDIMENT BASIN AS LONG AS THE REQUIRED ACCORDING TO THE FOLLOWING SCHEDULE: their respective owners, field mark the utility locations, and
EXISTING BLOW OFF ASSEMBLY DOWNSTREAM SEDIMENT BASIN HAS BEEN CONSTRUCTED. SURFACE AREA AND STORAGE VOLUME ARE PROVIDED. a. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES protect all such existing facilities prior to beginning construction.
2. ALL TEMPORARY DIVERSION DITCHES TO BE LINED WITH A STRAW AND NET LINER OR 2. IF SEDIMENT BASIN IS CONSTRUCTED WITH DIMENSIONS SHOWN IN TABLE, OBTAIN PERMISSION STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY The Contractor is fully responsible for notifying all utility owners
-EXISTING 12 WATERLINE 11
-7 IF LESS THAN 2% SLOPE SEED AND STRAW. FROM ENVIRONMENTAL ENGINEER PRIOR TO REMOVAL OF BASIN AND CONSTRUCTION OF POND. OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT in accordance with N1 General Statute -Chapter 87, Article 8,
3. INSTALL ROCK CHECK DAMS EVERY 100 LF OF DIVERSION OR AS NEEDED. IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. The Underground Damage Prevention Act.
\ """ "3. MUCK OUT ALL SEDIMENT FROM SEDIMENT BASIN AND ROUGH GRADE POND ACCORDING TO APPROVED PLANS.
4. AS SITE IS ROUGH GRADED, CONTINUE TO MAINTAIN DIVERSIONS AND BRING THEM 4. IF RISER STRUCTURE NOT CONSTRUCTED FOR SEDIMENT BASIN OUTLET, INSTALL RISER/BARREL PER DETAILS. b. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
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7A6 UP TO GRADE TO CONTINUE FLOW TO APPLICABLE SKIMMER BASIN. 5. PERFORM FINAL GRADE OF POND AND STABILIZE BANKS WITH GROUNDCOVER. STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT
5. PROPOSED DRIVEWAY PIPES TO BE INSTALLED EARLY TO ENSURE TEMPORARY DIVERSIONS 6. WITH THE APPROVALOF THE ENVIRONMENTAL ENGINEER, INSTALL LEVEL OUTLET STRUCTURE PER WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
WILL DRAIN AS SITE IS BROUGHT TO GRADE AND DRIVES ARE CONSTRUCTED. APPROVED PLANS/DETAILS. OUTLET STRUCTURE MAY NOT BE CONSTRUCTED UNTILALL UPSTREAM AREA
1\j` \ HAS BEEN STABILIZED. PERMANENT BMP CONSTRUCTION NOTES:
WINEGA MOW BASIN REMOVAL: 1. INSTALL RISER FOR WET PONDS AND BIORETENTION AREAS PER DETAILS.
rs- " " 2. ANY PERMANENT STORMWATER BMP THAT IS USED FOR SEDIMENT AND
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1. CONTACT ENVIRONMENTAL ENGINEER FOR APPROVAL TO REMOVE BASIN. EROSION CONTROL SHALL BE CLEANED OUT BEFORE IT IS CONVERTED TO A
I \12"X12"ITE
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3. MUCK OUT BASIN OF ALL UNSUITABLE SOILS. 3. MUCK OUT ALL SEDIMENT FROM SEDIMENT BASIN AND ROUGH GRADE
F11N NO. 183(7----73- 4. REMOVE SPILLWAY &ANY ROCK PROTECTION FROM THE BASIN. PONDIBIORETENTION ACCORDING TO APPROVED PLANS.
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LAND USE: -V 5. REGRADE AREA TO FINAL GRADES &COMPACT TO A SUITABLE LEVEL. 4. PERFORM FINAL GRADE OF POND AND STABILIZE BANKS WITH GROUNDCOVER
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ALL PRIVATE OPEN SPACES TO BE PRESERVED AND
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MAINTAINED BY THE REYNOLDS MILL
HOMEOWNERS ASSOCIATION.
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U.D.13007, PG. 2041
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OWNED BY OTHERS,
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/' ,uvw,�,`,� w �.,, ..__ .., vw,av, a.¢.v".wac,�mM1 \ \i�� ;\ .,..\ x,..\\ _,...,,,.,,, \
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D.B. 1.3007, PG. 2041, K101
--85-0298
PIN NO. 1830 /1
ZONED: CU Hd'--_�
LAND USE. VACANT
vs I
C0RP0.,R,AA.7' CHAPLAIIIIIN
Vti
UN -NAMED TRIBUTARY TO RICHL
/ / , ,,,I,,,, t - ;\ l5'` i.".�....... i �\ ,..,. `✓rteOF AMMDRIICA INc',
(TOP OF BANK SHOWN MEASURE BUFFER,
06, 13740 PG1347
7�
80A-1 2008 PG. 704
NO,,. 1830-95-9,51S,
'XqED: GA?5
5 ZC
DCF_FA LAND USE: VACANT
DA3.
M
0 '98
NO�
STREAM BANK N
zV ED; a
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210-
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jVV1, LUR
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...... . ... GRAPHIC SCALE
Q�
1 inch 80 ft.
Pill
It II BRY F' IPIANTLA &
-------- -4 C LA
I QD I'll ATHERINE HANITI
C 2 PG,, 2512
2
(2j) 630M 1987 Pa 18821
REAM BA 118,340-935-7656
ZONED: GW5
II WETLAND r r LA4D- USE.: RESIDEWPAQ
FEATURE o QD3 Q-DIII III ,
m
r
ti
NEUSE RIVER BUFFER J 800 yap �_ Ir-sc,
lF 41z-
11987 PC
MEASURED FROM
TOP OF BANK
4' P
\, r \I l ) ,�' 1� I I I I I { _; _- _77\
7
DCF FAMOLY LLC QD III
-1, LLC
K US D.B, 1JO07, PG. 2041
D,,B� 6184, PG� 801 AIN NOX 1830-85-0290--
S X
'17 ZOIN"E"D: CU LM"
IRACT Il If r- , 7 ITO
B.M" 19941 PG1. 881 LAND USE'. kr`ACAN,�\
E -,
IN NO. 1830x11-7 -0491 It
- GR10 R
ZONED. IF
LAND USE. RES, LENVAL D
"N
Jill
.......................
TREE�E TECTION .
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ENGINEERING DEPARTMENT DATE!
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PUBLIC WORKS DEPARTMENT DATE
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45 POND
. .................
_- - --- � — — a � \ \ \ \\\ \ �. \ \ \ \ � "�— — — — =--_.- \ \ \\ \\ \ \ \ \ \ \ .\ \ \ � \ � / / / / l�� f'"" � '; � FIRE PREVENTION DATE
3
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A E I Y DATE
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COW ORA /0
PLAKNING DEPARTMENT DATE
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Da8. 9650, PG. 1302--, 1 4
C
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TRACT I
83'w'. 2002, Pa 1536-- v \ \ \ \ ( / i� -a \ \ \\ \\ \\ \ \\' \ \�
4 1830.04 -74 -7W569 -
P N N CITY OF RALEIGH PUBLIC UTILITE DATE
GIR10
ZONE .IIx''ns- INC-
-4 G �, z �,- _a
LANC) USE.SUS ST4'fl-Offl UN-NAMI�L)-iR(BUTARYTO'Rid�HoNaQ,, EX-__� GROUND STABILIZATION: The Engineer does not guarantee that all existing facilities such
-0--P-BAW ASUR , 030 -FIFER -F ONT BANWK)-
9P
PC
--(T
z 'D PO 7 ME as pipelines, electrical lines, conduit, telephone cable, service
ND CONSTRUCTION NOTES: 1. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE
TEMPORARY DIVERSION NOTES: \ I connections, or other facilities are shown on the Plans. It shall
LAND -DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED be the Contractor's responsibility to have all utilities located by
1. TEMPORARY DIVERSIONS SHOULD NOT BE CONSTRUCTED UNTIL ADJACENT 1. DETENTION PONDS MAY BE CONSTRUCTED AND USED AS THE SEDIMENT BASIN AS LONG AS THE REQUIRED ACCORDING TO THE FOLLOWING SCHEDULE: their respective owners, field mark the utility locations, and
EXISTING BLOW OFF ASSEMBLY DOWNSTREAM SEDIMENT BASIN HAS BEEN CONSTRUCTED. SURFACE AREA AND STORAGE VOLUME ARE PROVIDED. a. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES protect all such existing facilities prior to beginning construction.
2. ALL TEMPORARY DIVERSION DITCHES TO BE LINED WITH A STRAW AND NET LINER OR 2. IF SEDIMENT BASIN IS CONSTRUCTED WITH DIMENSIONS SHOWN IN TABLE, OBTAIN PERMISSION STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY The Contractor is fully responsible for notifying all utility owners
-EXISTING 12 WATERLINE 11
-7 IF LESS THAN 2% SLOPE SEED AND STRAW. FROM ENVIRONMENTAL ENGINEER PRIOR TO REMOVAL OF BASIN AND CONSTRUCTION OF POND. OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT in accordance with N1 General Statute -Chapter 87, Article 8,
3. INSTALL ROCK CHECK DAMS EVERY 100 LF OF DIVERSION OR AS NEEDED. IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. The Underground Damage Prevention Act.
\ """ "3. MUCK OUT ALL SEDIMENT FROM SEDIMENT BASIN AND ROUGH GRADE POND ACCORDING TO APPROVED PLANS.
4. AS SITE IS ROUGH GRADED, CONTINUE TO MAINTAIN DIVERSIONS AND BRING THEM 4. IF RISER STRUCTURE NOT CONSTRUCTED FOR SEDIMENT BASIN OUTLET, INSTALL RISER/BARREL PER DETAILS. b. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
T'_
7A6 UP TO GRADE TO CONTINUE FLOW TO APPLICABLE SKIMMER BASIN. 5. PERFORM FINAL GRADE OF POND AND STABILIZE BANKS WITH GROUNDCOVER. STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT
5. PROPOSED DRIVEWAY PIPES TO BE INSTALLED EARLY TO ENSURE TEMPORARY DIVERSIONS 6. WITH THE APPROVALOF THE ENVIRONMENTAL ENGINEER, INSTALL LEVEL OUTLET STRUCTURE PER WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
WILL DRAIN AS SITE IS BROUGHT TO GRADE AND DRIVES ARE CONSTRUCTED. APPROVED PLANS/DETAILS. OUTLET STRUCTURE MAY NOT BE CONSTRUCTED UNTILALL UPSTREAM AREA
1\j` \ HAS BEEN STABILIZED. PERMANENT BMP CONSTRUCTION NOTES:
WINEGA MOW BASIN REMOVAL: 1. INSTALL RISER FOR WET PONDS AND BIORETENTION AREAS PER DETAILS.
rs- " " 2. ANY PERMANENT STORMWATER BMP THAT IS USED FOR SEDIMENT AND
0
1. CONTACT ENVIRONMENTAL ENGINEER FOR APPROVAL TO REMOVE BASIN. EROSION CONTROL SHALL BE CLEANED OUT BEFORE IT IS CONVERTED TO A
I \12"X12"ITE
11).B. 11778, PFG� -1,48111
JRR
BJN`14. 2007,_PG-.�Z9-,71�,� i GV(3)-�, 2. REMOVE SILT FENCE WITHIN THE CUSTOM BASINS. PERMANENT STORMWATER BMP.
-
3. MUCK OUT BASIN OF ALL UNSUITABLE SOILS. 3. MUCK OUT ALL SEDIMENT FROM SEDIMENT BASIN AND ROUGH GRADE
F11N NO. 183(7----73- 4. REMOVE SPILLWAY &ANY ROCK PROTECTION FROM THE BASIN. PONDIBIORETENTION ACCORDING TO APPROVED PLANS.
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LAND USE: -V 5. REGRADE AREA TO FINAL GRADES &COMPACT TO A SUITABLE LEVEL. 4. PERFORM FINAL GRADE OF POND AND STABILIZE BANKS WITH GROUNDCOVER
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PROJ ECT NO: 201 1076.00
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DATE: MARCH 25th, 20 15
OVERALL GRADING &
DRAINAGE PLAN
C-400