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EROSION CONTROL NOTES:
1. SOIL STOCKPILED DURING BORE AND JACK OPERATION MAY BE STORED
ADJACENT TO BORE PIT. CONTRACTOR IS RESPONSIBLE FOR PROVIDING
ADEQUATE EROSION CONTROL MEASURES TO PREVENT ESCAPE OF
SEDIMENT.
2. ANY BACKFILL STOCKPILE SHALL BE COVERED AT THE END OF EACH
WORK DAY TO PREVENT ESCAPE OF SEDIMENT.
3. EROSION CONTROL MATTING SHALL BE FURNISHED FOR SLOPES
GREATER THAN 2:1 OR DITCH SLOPES GREATER THAN 2%, EVEN IF NOT
INDICATED ON PLANS. SEE 31-06/ED-1.0 & 1/ED-4.0.
4. SHEET SS-1.6 DISTURBED AREA: 33,330 SQ. FT.
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1. ALL CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH STANDARDS AND
SPECIFICATIONS.
2. CONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING CONSTRUCTION.
3. INSTALL SERVICES TO EXISTING CLEANOUTS AT EASEMENT.
4. INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST.
5. SEE DETAIL S-5/SD-1.0 FOR TRENCH AND BACKFILL.
6. INSTALL WATER TIGHT FRAME AND COVER WHEN MANHOLE IS LESS THAN
3' ABOVE 100-YR FLOOD ELEVATION, SEE DETAIL S-27/SD-3.0.
7. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL S-24/SD-2.0.
8. EASEMENT CLEARING:
• CLEAR AS NEEDED FOR CONSTRUCTION ON THIS SHEET.
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STREAM CROSSING NOTES:
1. FOR ALL STREAM CROSSINGS, CONTRACTOR SHALL UTILIZE DAMS AND
PUMPING AS NECESSARY TO PREVENT DOWNSTREAM SEDIMENT
TRANSPORT (SEE 3/ED-2.0).
2. WHERE EQUIPMENT CROSSING WILL OCCUR CONTRACTOR SHALL
INSTALL TEMPORARY STREAM CROSSING (SEE 1 /ED-2.0).
3. UPON FINAL COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL
INSTALL PERMANENT STREAM STABILIZATION (SEE 2/ED-2.0).
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KANE ANDREWS ACQUISITION, LLC
DB: 17117 PG: 623
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FORTOP
STREAMTSTABILIZATION. INSTALL -RIP-RAP
SUCH zT RIP -RAP MATCHES
PRE-CONSTRUCTIO -STREAM BED ELEVATION
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SCALE: 1" = 40'
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TREE CONSERVATION NOTES:
1. KANE ANDREWS ACQUISITION, LCC PROPERTY CONTAINS TREE
CONSERVATION AREAS (TCA).
2. LIMITS OF DISTURBANCE ADJACENT TO TREE CONSERVATION
AREAS SHALL HAVE TREE PROTECTION FENCE OR COMBINATION
SILT FENCE/TREE PROTECTION FENCE.
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4753
Authorization to Construct See digital signature
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This
limited review, and authorization for construction is not to be considered to represent total
compliance with all legal requirements for development and construction. The property owner, design
consultants, and contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any
violation of City, State or Federal Law. All construction must be in accordance with all Local, State,
and Federal Rules and Regulations. This approval of this electronic document is only valid if the
document has not been modified and the digital signature below is valid:
REVISED PER OWNER COMMENT
REVISED PER REGULATORY REVIEW
PERMITTING
90% DESIGN
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HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
www.hiepc.com
Firm License No. C-2586
Engineering is our profession.
Service is our passion.
0
ry
0
m
0
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RALEIGH WATER
RALEIGH, NC
0
0
N
(-2PROFILE - STA. 66+00 TO STA. 74+19
SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
NOTE: ALL CONSTRUCTION SHALL ADHERE TO
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS
City of Raleigh Development Approval
PROJECT NO.
SAL 1801
SS-1 .6

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NOW OR FORMERLY
BENJAMIN E GOLDSTEIN
DEED BOOK: 17070 PAGE: 2318
PLAT BOOK 1964 PAGE 165
(6820 GREYSTONE DR)
/
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CP-10-Reb With Cap Set
N:759299,.52'
E:21 1 5.58'
EL:251.43'
NOTES:
1. ALL CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH STANDARDS AND
SPECIFICATIONS.
2. CONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING CONSTRUCTION.
3. INSTALL SERVICES TO EXISTING CLEANOUTS AT EASEMENT.
4. INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST.
5. SEE DETAIL S-5/SD-1.0 FOR TRENCH AND BACKFILL.
6. CONTRACTOR TO CORE DRILL EXISTING MANHOLE TO ACCOMMODATE NEW
SEWER LINE SIZE.
7. CONNECT SEWER LINE TO EX. MANHOLE WITH FLEXIBLE PIPE
CONNECTOR.
8. MODIFY EX. MH TROUGH FOR NEW SEWER LINE SIZE.
9. INSTALL WATER TIGHT FRAME AND COVER WHERE INDICATED, SEE DETAIL
S-27/SD-3.0.
10. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL S-24/SD-2.0.
11. ALL TREES LOCATED ON CITY OF RALEIGH PROPERTY WITHIN THE UMITS
OF DISTURBANCE SHALL BE REMOVED.
12. EX. 40" TREE LOCATED OUTSIDE THE EASEMENT BUT ON CITY OF
RALEIGH PROPERTY SHALL BE REMOVED. REMOVE STUMP AND FILL WITH
SOIL AND SEED.
13. EASEMENT CLEARING:
• CLEAR AS NEEDED FOR CONSTRUCTION ON THIS SHEET.
STREAM CROSSING NOTES:
1. FOR ALL STREAM CROSSINGS, CONTRACTOR SHALL UTILIZE DAMS AND
PUMPING AS NECESSARY TO PREVENT DOWNSTREAM SEDIMENT
TRANSPORT (SEE 3/ED-2.0).
2. WHERE EQUIPMENT CROSSING WILL OCCUR CONTRACTOR SHALL
INSTALL TEMPORARY STREAM CROSSING (SEE 1 /ED-2.0).
3. UPON FINAL COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL
INSTALL PERMANENT STREAM STABILIZATION (SEE 2/ED-2.0).
EROSION CONTROL NOTES:
1. SOIL STOCKPILED DURING BORE AND JACK OPERATION MAY BE STORED
ADJACENT TO BORE PIT. CONTRACTOR IS RESPONSIBLE FOR PROVIDING
ADEQUATE EROSION CONTROL MEASURES TO PREVENT ESCAPE OF
SEDIMENT.
2. ANY BACKFILL STOCKPILE SHALL BE COVERED AT THE END OF EACH
WORK DAY TO PREVENT ESCAPE OF SEDIMENT.
3. EROSION CONTROL MATTING SHALL BE FURNISHED FOR SLOPES
GREATER THAN 2:1 OR DITCH SLOPES GREATER THAN 2%, EVEN IF NOT
INDICATED ON PLANS. SEE 31-06/ED-1.0 & 1/ED-4.0.
4. SHEET SS-1.7 DISTURBED AREA: 16,195 SQ. FT.
\
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eye N:759404.96't
E:2110767.53'
\ EL:231.22'
/
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PIN: 17155 97237
JASON A 161.kBRAY
DB: 16143 PG. 1978
PB: 2011 PG: �,, 29
\
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BIG BRANCH
INSTALL AERIAL CROSSING, SEE
DETAILS S-10, S-11, S-12,
S-13, S-14, AND S-18
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PIN: 1715096069
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DB: 16851 PG: 370 \ \
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LL
- STREAM 6 IMPACT:
33 TONS OF CLASS 2 RIP -RAP, 2' DEEP FOR
STREAM BANK STABILIZATION. CONTRACTOR TO
RESTORE BANK TO PREVIOUS CONTOURS.
CONTRACTOR SHALL USE EXISTING RIP -RAP AND
SUPPLEMENTING AS NEEDED.
- PERMANENT EASEMENT 30'
OFFSET FROM PROPERTY LINE
ti
PIN: 1715098198
RALEIGH CITY OF
DB: 8476 PG: 1471
zaoPB: 1966 PG: 24
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24" TREE
REMOVE EX. AERIAL \
CROSSING
EX. SHE
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50" Tf E NN
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CONTRACTOR SHALL USE AREA
AT THE END OF QUAIL HOLLOW
DRIVE FOR STAGING AREA.
0
EX. 10" SS
SEE NOTE 12
CONSTRUCTION ENTRANCE (SEE
DETAIL SW-20.09/ED-1.0)
REMOVE AND REPLACE CURB AND GUTTER
REPAIR, SEE DETAIL T-10.26.1/TD-1.0
EX. SMH135686
SS SS SS
TEMPORARY SILT FENCE, TYP.
(SEE DETAIL SW-20.01 /ED-1.0)
REMOVE AND REPLACE EX.
12" SEWER WITH 16"
SEWER (TYP.)
TEMPORARY SILT FENCE OUTLET, TYP.
(SEE DETAIL SW-20.24/ED-1.0)
PLAN - STA. 10+00 TO 12+97 \g,
SCALE: 1" = 40' SCALE: 1 " = 40'
SS
SS
SS
SS - S - SS
EX. 20' EASEMENT -
PIN 1715087833 J
CMLK PROPERTIES LLC
DB: 13214 PG: 507
MB: 1993 PG: 573
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GRAPHIC SCALE
40 0 20 40 80
160
( IN FEET )
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240
240
235
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235
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55
220
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RJ CARRIER
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210
210
EXTEND
RJ PIPE A MIN.
10 LF OUTSIDE
CASING.
(sLE DETAIL S-39/5D-3.0)
USE CONCRETE
PIERS (SEE DETAIL
S-14). CONTRACTOR SHALL VERIFY 2,000
PSF SOIL BEARING CAPACITY AT PIER
LOCATIONS AND SUBMIT TO OWNER.
9+00
10+00
1 1 +00
12+00
13+00
14+00
15+00
EX. SMH157119
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4753
Authorization to Construct See digital signature
NOTE: ALL CONSTRUCTION SHALL ADHERE TO
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This
limited review, and authorization for construction is not to be considered to represent total
compliance with all legal requirements for development and construction. The property owner, design
consultants, and contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any
violation of City, State or Federal Law. All construction must be in accordance with all Local, State,
and Federal Rules and Regulations. This approval of this electronic document is only valid if the
document has not been modified and the digital signature below is valid:
REVISED PER OWNER COMMENT
REVISED PER REGULATORY REVIEW
PERMITTING
90% DESIGN
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HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
www.hiepc.com
Firm License No. C-2586
Engineering is our profession.
Service is our passion.
Z
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RALEIGH WATER
RALEIGH, NC
Li
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0
0
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(2PROFILE - STA. 10+00 TO 12+97
SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
City of Raleigh Development Approval
PROJECT NO.
SAL 1801
SS-1.7

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FW
SMH15 27
RI 206.3�
INV IN.:202.2 8" (N)
INV. IN.: 202.4 8" (E) /
INV OUT: 202.2 10" (W -
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BFE RIM:210.5
INV- IN.: 203.54-' 041Q
INV IN 206.50 4" (E) \
/ JDW OJT: 203.5O 8(SE)
PIN 171505278,
JOYCE CORBETT
BARBARA GROS-PIRON
DB: 002539 PG: 00-E-
PIN 1705959751
CITY OF RALEIGH
DB: 8475 PG: 901
BM: 1968 PG: 54
RIM:2114
225
SMH1033
RIM:210.49
\INV IN: 203.90 8" WI-
\ INV Q T: ?03.84,-8 (SE)
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PIN 1715052900
BRIAN & LINDA RUIGROK
DB: 006516 PG: 00229
1705959815
..Y & LAURA LONG
. 17130 PG: 1879
oa :M: 1968 PG: 54
PIN 1705958963
FLINN, DOUGLAS
STUDEBAKER, MANDY L
DB: 14932 PG: 712
PM: 2004 PG: 1237
REM01_/ AND REPLACE
EXISTING EW
ORE DRILL a .
GROU ERTIGHT WITH
-NON - RINK GROUT
ON,F B-l1 LET.-
�5.80'
/-
PIN 1715061014
RIC ARD & RACHEL VAN WINKLE
B: 018531 PG: 00486
PIN 1715051959 11
ORGE & SARA CRANE
018540 PG: 0246
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PIN 1705966175
ELIZABETH & RICHARD NDO
DB: 14804 PG: 17
BM: 2003,- : 1
FW Fw - \ -i
PIN 1705968004
RUNKEN, MICHAEL CHRIS
DB: 12945 PG: 328 \
BM: 2004 PG: 1237
PIN 1715060170
COBLE, G RANKIN JR
KENDALL, JANE
DB: 003379 PG: 00162
REMOVE AND REP
EXISTING 10" S ER1
-WITH-e-SEWER -
AP RP OX-COGAT-{OIrOF CURB INLET \
15" RCP UPINVDIST =3.00'
215
- INSTALL 8" SS
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PIN 1705969152
GIORDANO, STEPHEN
MICHAEL LAMBERT
BRENDA MUNSELL
DB: 018291 PG: 02117
(T'\FLAN - CHESWICK DR STA. 10+00 TO 16+00
SCALE: 1" = 40'
yg
PIN 1705969247
BREINER, JEFFERY
JONES, TERESA
DB: 013889 PG: 01326
92
APPROX. LOCATION OF CURB INLET
15" RCP UPINVDIST =3.00'
CURB INLET FILTER SACK, TYP.
SEE DETAIL 31-15A/ED-2.0
CHESWICK DR. IS A DEAD-END STREET.
CONTRACTOR SHALL MAINTAIN ACCESS
FOR THRU TRAFFIC, SEE NOTES 8 & 9
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.pX 10" SS AS EQUIRED FOR
\Q0`��' CTION. PLUG PE ENDS WITH
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PIN 170596635-7��
V & _JENNY BARAN
07 PG: 2132
PIN 1705968344
ISAAC & JEANA PARKER
DB: 016960 PG: 00015
160
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12+00
13+00
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PROFILE - STA. 10+00 TO 16+00
15+00
1 6+00
NOTES:
1. ALL CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
2. CONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING CONSTRUCTION.
3. INSTALL SERVICES TO EXISTING CLEANOUTS AT EASEMENT.
4. INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST.
/ 5. SEE DETAIL S-5/SD-1.0 FOR TRENCH AND BACKFILL.
6. SEE DETAIL S-27/SD-3.0 FOR WATER TIGHT FRAME AND COVER.
7. ALL TREES LOCATED ON CITY OF RALEIGH PROPERTY WITHIN THE LIMITS OF DISTURBANCE
SHALL BE REMOVED.
8. CONTRACTOR SHALL MAINTAIN A LANE FOR THRU TRAFFIC. REMOVE AND REPLACE ANY
DAMAGED CURB AND DRIVEWAY AS NECESSARY.
9. IF A PORTION OF THE R/W OUTSIDE THE PAVEMENT IS UTILIZED, CONTRACTOR SHALL
PLACE LAYER OF ABC STONE WHERE LANE IS INTENDED TO FACILITATE TRAFFIC.
10. COORDINATE WITH CITY AND HOMEOWNER TO REMOVE PAVERS AND STACK IN LOCATION
AS DIRECTED. SAW CUT BLOCK WALL AS NEEDED FOR CONSTRUCTION.
11. MANHOLE SMH36 SHALL BE A "DEAD-END" MANHOLE WITH ROUND TROUGH. TROUGH
BOWL SHALL BE SLOPED TO DISCHARGE. EXTEND SERVICES IN MANHOLE TO DISCHARGE
IN TROUGH.
EROSION CONTROL NOTE:
1. ANY BACKFILL STOCKPILE SHALL BE COVERED AT THE END OF EACH WORK DAY TO PREVENT
ESCAPE OF SEDIMENT.
2. SHEET SS-1.8 DISTURBED AREA: 19,900 SQ. FT.
NOTE: ALL CONSTRUCTION SHALL ADHERE TO
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4753
Authorization to Construct See digital signature
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This
limited review, and authorization for construction is not to be considered to represent total
compliance with all legal requirements for development and construction. The property owner, design
consultants, and contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any
violation of City, State or Federal Law. All construction must be in accordance with all Local, State,
and Federal Rules and Regulations. This approval of this electronic document is only valid if the
document has not been modified and the digital signature below is valid:
REVISED PER OWNER COMMENT
REVISED PER REGULATORY REVIEW
PERMITTING
90% DESIGN
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INFRASTRUCTURE
ENGINEERING, P.C.
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
www.hiepc.com
Firm License No. C-2586
Engineering is our profession.
Service is our passion.
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SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
City of Raleigh Development Approval
SS-1.8

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CURB AND GUTTER REPAIR,
SEE DETAIL T-10.26.1/TD-1.0
EX. EX.
SMH143164
EX. CURB &
GUTTER, TYP.
EX. WATER
VALVE, TYP.
CON HEADWALL
8'x7' BOX CI ' S
INV=238.2'
REPAIR ASPHALT PER DETAIL
S-3/SD-1.0. PAVEMENT CUT SHALL
EXTEND TO Q OF ROAD AND BE
PERPENDICULAR TO CURB AND GUTTER.
Fit 6s
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CONCRETE SIDEWALK REPAIR,/
SEE DETAIL T-30.01/TD-1.0
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NOTES:
1. ALL CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH STANDARDS
AND SPECIFICATIONS.
2. CONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING CONSTRUCTION.
3. INSTALL SERVICES TO EXISTING CLEANOUTS AT EASEMENT.
4. INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST.
5. SEE DETAIL S-5/SD-1.0 FOR TRENCH AND BACKFILL.
6. CONTRACTOR TO CORE DRILL EXISTING MANHOLE TO ACCOMMODATE
NEW SEWER LINE SIZE.
7. CONNECT SEWER LINE TO EX. MANHOLE WITH FLEXIBLE PIPE
CONNECTOR.
8. MODIFY EX. MANHOLE TROUGH FOR NEW SEWER LINE SIZE.
9. INSTALL WATER TIGHT FRAME AND COVER, SEE DETAIL S-27/SD-3.0.
10. INSTALL VENT PIPE, SEE DETAIL S-24/SD-2.0.
11. EASEMENT CLEARING:
• CLEAR AS NEEDED ON THIS SHEET.
STREAM BANK NOTES:
1. CONTRACTOR INSTALL CLASS 2 RIP -RAP LAYER W/ GEOTEXTILE ALONG
STREAM BANK THAT EXTENDS 20-FT DOWNSTREAM AND 30-FT
UPSTREAM OF SMH119723. LAYER OF RIP -RAP SHALL BE 2.5' THICK.
2. CONTRACTOR SHALL "LAYBACK" STREAM BANK FROM TOE OF THE BANK
AT A 2H:1V SLOPE.
3. RIP -RAP SHALL BE IMPEDED INTO THE SLOPE.
STREAM CROSSING NOTES:
1. FOR ALL STREAM CROSSINGS, CONTRACTOR SHALL UTILIZE DAMS AND
PUMPING AS NECESSARY TO PREVENT DOWNSTREAM SEDIMENT
TRANSPORT (SEE 3/ED-2.0).
2. WHERE EQUIPMENT CROSSING WILL OCCUR CONTRACTOR SHALL
INSTALL TEMPORARY STREAM CROSSING (SEE 1/ED-2.0).
3. UPON FINAL COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL
INSTALL PERMANENT STREAM STABILIZATION (SEE 2/ED-2.0).
EROSION CONTROL NOTES:
1. SOIL STOCKPILED DURING BORE AND JACK OPERATION MAY BE STORED
ADJACENT TO BORE PIT. CONTRACTOR IS RESPONSIBLE FOR PROVIDING
ADEQUATE EROSION CONTROL MEASURES TO PREVENT ESCAPE OF
SEDIMENT.
2. ANY BACKFILL STOCKPILE SHALL BE COVERED AT THE END OF EACH
WORK DAY TO PREVENT ESCAPE OF SEDIMENT.
3. EROSION CONTROL MATTING SHALL BE FURNISHED FOR SLOPES
GREATER THAN 2:1 OR DITCH SLOPES GREATER THAN 2%, EVEN IF NOT
INDICATED ON PLANS. SEE 31-06/ED-1.0 & 1/ED-4.0.
4. SHEET SS-2.0 DISTURBED AREA: 19,270 SQ. FT.
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8'x7'X CULVERTS
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E/C MATTING ON SLOPE, SEE
4, DETAIL 31-06/ED-1.0.
STABILIZE WITHIN 7 DAYS
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100-YR FLOOD
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CONSTRUCTION ENTRANCE (SEE -DETAIL /
20.09/ED-1.0) \ , m�'
PIN 1716019626 �I
LARRY (Sc SUSAN YARGER '
EX. TREE,
TYP.
TEMPORARY SILT FENCE OUTLET,TYP.
(SEE DETAIL SW-20.24/ED-1.0)`'
DB: 2633 PG: 717
MB: 1967 PG: 98
N
STREAM 8 IMPACT:
TONS OF CLASS 2 RIP -RAP, 2' DEEP
TOE FOR STREAM BANK STABILIZATION.
K AND SLOPE OR STABLE
-RAP T• PROTECT MH.
BIG BRANCH
el
' PROPOSED 40'
PERMANENT EASEMENT
TEMPORARY SILT FENCE, TYP.
(SEE DETAIL SW-20.01/ED-1.0)
REPLACE IN PLACE
15" SEWER WITH 18" W
EPDXY -LINED SEWER °
EX/
30'
m"
u/ \ I E r V 31
STREAM 7 IMPACT: -
130 TONS OF CLASS 2 RIP -RAP, 2' DEEP r"
FOR STREAM STABILIZATION. INSTALL RIP -RAP
SUCH THAT TOP OF RIP -RAP MATCHES
PRE -CONSTRUCTION STREAM BED ELEVATION
AND STREAM BANK ELEVATIONS CONTTORS.- BFE
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ASEMENT
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PIN 1716018987
DAVID & LAURIE PARKER /
DB: 14433 PG: 432 ,,
MB: 1970 PG: 83 .6
WATTLE, TYP. (SEE DETAIL
SW-20.23/ED-1.0)
SMH35
r".1 PLAN - STA. 10+00 TO 15+13
SCALE: 1" = 40'
PIN: 1716019867
CHRISTOPHER & PAIGE KERAVUORI
DB: 14735 PG: 523
MB: 1970 PG: 83
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GRAPHIC SCALE
40 0 20 40
80
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30' EASEMENT
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PIN 1716028170
MELVIN (Sc DIXIE KENNEDY
DB: 5417 PG: 859
MB: 1970 PG: 83
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( IN FEET )
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Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4753
Authorization to Construct See digital signature
NOTE: ALL CONSTRUCTION SHALL ADHERE TO
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This
limited review, and authorization for construction is not to be considered to represent total
compliance with all legal requirements for development and construction. The property owner, design
consultants, and contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any
violation of City, State or Federal Law. All construction must be in accordance with all Local, State,
and Federal Rules and Regulations. This approval of this electronic document is only valid if the
document has not been modified and the digital signature below is valid:
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REVISED PER OWNER COMMENT
REVISED PER REGULATORY REVIEW
PERMITTING
90% DESIGN
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HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
www.hiepc.com
Firm License No. C-2586
Engineering is our profession.
Service is our passion.
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City of Raleigh Development Approval
PROJECT NO.
SAL 1801
SS-2.0

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EROSION CONTROL NOTES:
1. SOIL STOCKPILED DURING BORE AND JACK OPERATION MAY BE STORED
ADJACENT TO BORE PIT. CONTRACTOR IS RESPONSIBLE FOR PROVIDING
ADEQUATE EROSION CONTROL MEASURES TO PREVENT ESCAPE OF SEDIMENT.
2. ANY BACKFILL STOCKPILE SHALL BE COVERED AT THE END OF EACH WORK
DAY TO PREVENT ESCAPE OF SEDIMENT.
3. EROSION CONTROL MATTING SHALL BE FURNISHED FOR SLOPES GREATER THAN
2:1 OR DITCH SLOPES GREATER THAN 2%, EVEN IF NOT INDICATED ON PLANS.
SEE 31-06/ED-1.0 & 1/ED-4.0.
4. SHEET SS-3.0 DISTURBED AREA: 33,350 SQ. FT.
PIN 171..,...._
CEDAR HILL CONDOMINIUM
DB: 3193 PG: 269
BM: 1983 PG: 1079
EX. 30' PERMANENT
EASEMENT
LAKE
3.2
EX. BUILDING
NOTES:
1. ALL CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH STANDARDS _
AND SPECIFICATIONS.
2. CONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING CONSTRUCTION.
3. INSTALL SERVICES TO EXISTING CLEANOUTS AT EASEMENT.
4. INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST.
5. SEE DETAIL S-5/SD-1.0 FOR TRENCH AND BACKFILL.
6. CONTRACTOR TO CORE DRILL EXISTING MANHOLE TO ACCOMMODATE
NEW SEWER LINE SIZE.
7. CONNECT SEWER LINE TO EX. MANHOLE WITH FLEXIBLE PIPE
CONNECTOR.
8. MODIFY EX. MH TROUGH FOR NEW SEWER LINE SIZE.
9. INSTALL WATER TIGHT FRAME AND COVER WHERE INDICATED, SEE
DETAIL S-27/SD-3.0.
10. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL S-24/SD-2.0.
11. EASEMENT CLEARING:
• CLEAR AS NEEDED ON THIS SHEET.
OPEN WATER 1 IMPACT -
23 TONS OF CLASS 1 RIP -RAP, 2' DEEP,
W/FILTER FABRIC FOR STREAM
STABILIZATION. INSTALL RIP -RAP SUCH
THAT TOP OF RIP -RAP MATCHES
PRE -CONSTRUCTION STREAM BED ELEVATION
AND STREAM BANK ELEVATIONS CONTOURS.
TEMPORARY SILT FENCE
OUTLET, TYP. (SEE DETAIL
SW-20.24/ED-1.0)
EC MATTING ON SLOPE, SEE
DETAIL 31-06/ED-1.0.
STABILIZE WITHIN 7 DAYS
330
PIN 1716055861
CEDAR HILL CONDOMINIUM
DB: 3193 PG: 269
BM: 1983 PG: 1079
EX. SMH151296-
N
CONCRETE STEPS
AND LANDING
LAKE
BFE
\ks \ EX. L GHT
POLE, TYP.
\r-\
STREAM CROSSING NOTES:
1. FOR ALL STREAM CROSSINGS, CONTRACTOR SHALL UTILIZE DAMS AND
PUMPING AS NECESSARY TO PREVENT DOWNSTREAM SEDIMENT
TRANSPORT (SEE 3/ED-2.0).
2. WHERE EQUIPMENT CROSSING WILL OCCUR CONTRACTOR SHALL
INSTALL TEMPORARY STREAM CROSSING (SEE 1/ED-2.0).
3. UPON FINAL COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL
INSTALL PERMANENT STREAM STABILIZATION (SEE 2/ED-2.0).
EX. WALKING PATH. INSTALL APPROX. 700 LF
GRAVEL WALKING PATH AFTER COMPLETING
SEWER CONSTRUCTION. INSTALL FROM
ASPHALT PATH (APPROX. STA 2+75) TO
APPROX. STA. 9+50. SEE DETAIL 4/MD-2.0.
REMOVE EX. 4'x16' FOOT BRIDGE. INSTALL
PRE-ENGINEERED MIN. 4'x16' FOOT BRIDGE
W/RAILING. PROVIDE FOUNDATIONS TO
SUPPORT AND ANCHOR FOOT BRIDGE.
TREE, TYP.
WOOD LINE, TYP.
WATTLE, TYP (SEE DETAIL
SW-20.23/ED-1.0)
r"--1 PLAN - STA. 00+00 TO 1 1 + 18
SCALE: 1" = 40'
EX. SMH130603
REPLACE EX. 8" SEWER
WITH 10" CL 250 DIP W/
PROTECTO 401 LINING
STREAM 9 IMPACT:
120 TONS OF CLASS 2 RIP -RAP, 2' DEEP
FOR STREAM STABILIZATION. INSTALL RIP -RAP
SUCH THAT TOP OF RIP -RAP MATCHES
PRE -CONSTRUCTION STREAM BED ELEVATION
AND STREAM BANK ELEVATIONS CONTOURS.
WOOD LINE, TYP.
REMOVE EX. CONCRETE PAD
TEMPORARY SILT FENCE,
TYP. (SEE DETAIL
SW-20.01 /ED-1.0)
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EX. LIGHT
POLE, TYP.
0
ELECTRIC
TRANSFORMER
LAKE
REPLACE IN PLACE
EX. 8" SEWER WITH
10" SEWER
PIN 1716055861
CEDAR HILL CONDIMINIUMS
DB: 3193 PG: 269
BM: 1983 PG: 1079
GRAPHIC SCALE
40 0 20 40 80
160
( IN FEET )
1 inch = 40 ft.
e \ PROPOSED 30'
1 , PERMANENT EASEMENT
(15' FROM CL OF SS)
EX. EX.
SMH105189
r LT FENCE/TREE PROTECTION,
SEE: DETAIL TPP-08/ED-2.0)
EX. SMH118763
EX. BUILDING
AND PATIO
TEMPORARY C0�1 ��' • ON
ENTRANCE (SEE DEETT
SW-20.09/ED 1.0)
TEMPORARY CONSTRUCTION
ASPHALT EASEMENT
PARKING LOT
PIN 1716153711
MICHEAL & CARRIE L. FLOOD
DB: 16785 PG: 88
BM: 1963 PG: 93
WATTLE INLET PROTE• ON
(SEE DETAIL SW-20.23/ED 1.0)
EX. SMH 107003
e2
1+18
BFE / BFE
2g ' Nam' INSTALL CASING
4 VIA OPEN -CUT
EX.\20' PF MANENT
EASEMENT
PIN 1716153569
ALFRED EDISON MORRIS SR
& DOROTHY BLAKE MORRIS
DB: 9317 PG: 2270
BM: 1963 PG: 93
MH149133
TRAIL PINES
CT. (PRIVATE)
EC MATTING ON -OPE, SEE
DETAIL 31-s . ED- .0.
STABILI • WITHIN 7 'AYS
PIN 1716 53335
MIL BROOK VILL S HOA INC
DB: 15887 : 1473
BM: 2008 P : 309
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Construction methods used for this project shall conform to the
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City of Raleigh
40.06' 10" SDR26
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VENT ELEV.
Public Utilities Department Permit # S-4753
235.8'
290
Authorization to Construct See digital signature
290
-
INSTALL VENT
REMOVE EX. MH
CONE. INSTALL
MH PRECAST TOP
SLAB W/
(SEE DETAIL
S-24/SD-2A)
WATERTIGHT
COVER.
INSTALL VENT TO 3' ABOVE 1 00-YR
FLOOD
ELEV. (SEE- DETAIL 2-24/SD-2.0)
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
285
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285
Plans for the proposed use have been reviewed for general compliance with applicable codes. This
limited review, and authorization for construction is not to be considered to represent total
.
9' 10" SDR26
0
PATCH EXISTING INVERT AND CORE
compliance with all legal requirements for development and construction. The property owner, design
consultants, and contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a nor shall it be construed to any
I
HOLE AT NEW INVERT ELEVATION.
-
permit, permit
violation of City, State or Federal Law. All construction must be in accordance with all Local, State,
and Federal Rules and Regulations. This approval of this electronic document is only valid if the
document has been the digital below is
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not modified and signature valid:
City of Raleigh Development Approval
CORE HOLE AT NEW INVERT
ELEVAND
TROD HATION INVERT.FOR NEW OVERT.
REVISED PER OWNER COMMENT
REVISED PER REGULATORY REVIEW
PERMITTING
90% DESIGN
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HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
www.hiepc.com
Firm License No. C-2586
Engineering is our profession.
Service is our passion.
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SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
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PROJECT NO.
SAL 1801
SS-3.0

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WOVEN WIRE FABRIC
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MAINTENANCE: CLEAN OUT AT 50% CAPACITY
SIDE VIEW
LIFE OF FENCING: 6-9 MONTHS
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VARIABLE AS DIRECTED BY THE ENGINEER
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STANDARD DETAIL
REVISIONS DATE: 8/1/18
NOT TO SCALE
STANDARD TEMPORARY
(SEDIMENT/SILT) FENCE
SW-20.01
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STANDARD DETAIL
REVISIONS DATE: 8/1/18
NOT TO SCALE
WATTLE / INLET
PROTECTION DETAIL
SW-20.23
NOTE: THE PROJECT CONTACT FOR MAINTENANCE OF EROSION CONTROL DEVICES
IS MATT COTTON WITH THE CITY OF RALEIGH AT 919-996-3528.
STREAM BANK
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AND WATER MUST BE DISCHARGED IN A DIFFUSE MANNER.
NOT TO SCALE
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS
DATE: 8/1/18
NOT TO SCALE
SILT BAG
SW-20.04
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CITY OF RALEIGH
STANDARD DETAIL
REVISIONS DATE: 8/1/18
NOT TO SCALE
STANDARD SILT
FENCE OUTLET
SW-20.24
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STANDARD DETAIL
REVISIONS DATE: 8/1/18
NOT TO SCALE
CHECK DAM
SW-20.08
10 mil PLASTIC LINING SANDBAG
LATH AND
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3 SIDES
VARIES
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WITH TWO STAKES
10 mil PLASTIC LINING
10 mil PLASTIC LINING
SECTION B-B
NOT TO SCALE
PLAN
NOT TO SCALE
TYPE "ABOVE GROUND"
WITH WOOD PLANKS
TWO -STACKED
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STAKE
(TYP)
LAG SCREWS
PLYWOOD
48"X24"
PAINTED WHITE
BLACK LETTERS
6" HEIGHT
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CONCRETE WASHOUT
SIGN DETAIL
(OR EQUIVALENT)
WOOD POST
3.5"X3.5"X8'
NOTES:
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2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED
WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT
FACILITY.
3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE
OF THE WORK AND DISPOSED OF OR RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE
CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND
STABILIZED TO PREVENT EROSION.
5. MUST BE LOCATED >50 FT AWAY FROM INLETS/WATERWAYS
UNLESS THERE IS NO OTHER PRACTICAL ALTERNATIVE.
b-
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STEEL WIRE
STAPLE
DETAIL
STAPLES
(2 PER BALE)
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BINDER WIRE
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(OPTIONAL)
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NOT TO SCALE
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CITY OF RALEIGH
STANDARD DETAIL
REVISIONS
DATE: 8/1/18
NOT TO SCALE
CONCRETE WASHOUT
SW-20.25
1. SILT FENCE SHOULD BE INSTALLED TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
25' OR FULL WIDTH
2. IF MUD IS NOT REMOVED FROM THE VEHICLE TRAVELING
OF PROPOSED STREET
OVER THE STONE, THEN THE TIRES OF THE
OR ENTRANCE,
VEHICLE MUST BE WASHED BEFORE ENTERING THE
WHICHEVER IS
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CITY OF RALEIGH
STANDARD DETAIL
REVISIONS DATE: 8/1/18 NOT TO SCALE
CONSTRUCTION
ENTRANCE
SW-20.09
36'' MIN. SPACING TYP.
(SEE NOTE 2)
GENERAL NOTES:
1. LAY BLANKETS LOOSELY AND
STAKE OR STAPLE TO MAINTAIN
DIRECT CONTACT WITH THE
SOIL. DO NOT STRETCH.
2. DIMENSIONS SHOWN ARE
MINIMUM, MANUFACTURED
PRODUCTS MAY HAVE
ADDITIONAL REQUIREMENTS
THAT MUST BE MET.
3. SLOPE SURFACE SHALL BE
FREE OF ROCKS, SOIL CLODS,
STICKS, GRASS. MAT/BLANKETS
SHALL HAVE GOOD SOIL
4. THE DETAIL SHOWN IS FOR
SLOPE MATTING, NOT FOR
CHANNEL MATTING.
12" MIN.
SPACING TYP.
(SEE NOTE 2)
KEY/ANCHOR MATERIAL
AT TOP OF SLOPE IN
6"x6" TRENCH AND
STAPLE AT 12" 0.C.
6" OVERLAP
MATTING STAPLES
(TYP.)
KEY/ANCHOR MATERIAL TO TOE OF SLOPE
HIEPC
DETAIL I.D.
SLOPE STABILITY w/ERosioN
CONTROL MATTING
DETAIL TITLE
11/1/2016
REVISED DATE
SCALE
NO SCALE
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This
limited review, and authorization for construction is not to be considered to represent total
compliance with all legal requirements for development and construction. The property owner, design
consultants, and contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any
violation of City, State or Federal Law. All construction must be in accordance with all Local, State,
and Federal Rules and Regulations. This approval of this electronic document is only valid if the
document has not been modified and the digital signature below is valid:
REVISED PER OWNER COMMENT
REVISED PER REGULATORY REVIEW
PERMITTING
90% DESIGN
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,,3\/\/Nifi:•▪ • \/;:
SEAL NOT VAII_I/Di/U/INILIEISI SMS\IG\N\E\\D AND DATED
HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
Firm License No. C-2586
Engineering is our profession.
Service is our passion.
IMPROVEMENTS
RALEIGH WATER
RALEIGH, NC
LJ
CO\TROL
0
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NOTE: ALL CONSTRUCTION SHALL ADHERE TO
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS
City of Raleigh Development Approval
PROJECT NO.
RAL1 801

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STANDARD DETAIL
REVISIONS DATE. 8/1/18
NOT TO SCALE
STANDARD TREE
PROTECTION DETAIL
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CITY OF RALEIGH
STANDARD DETAIL
REVISIONS DATE: 8/1/18 NOT TO SCALE
STANDARD TEMPORARY
(SEDIMENT/SILT) / TREE
PROTECTION FENCE
OPTION 2 NOTES:
INSTALLATION NOTES:
1. REFER TO "NORTH CAROLINA DIVISION OF FOREST RESOURCES" LITERATURE,
INSTALLATION MAINTENANCE GUIDELINES, & "NORTH CAROLINA FORESTRY BMP
MANUAL-2006".
2. INSTALL WATER DIVERSION DEVICES (WATER BARS, TURNOUTS, BROAD -BASED DIPS,
ETC.) ON BOTH SIDES OF THE MATS.
3. STABILIZE EXPOSED MINERAL SOIL WITH TREE TOPS OR BRUSH DURING MAT
INSTALLATION, AND SEEDING/MULCH AFTER MAT REMOVAL.
4. INSTALL MATS TO CREATE A MINIMUM TEN FOOT BRIDGE WIDTH.
5. INCLUDE COARSE AGGREGATE ON THE APPROACH FOR A MINIMUM OF 25 FEET AND
SILT FENCE ALONG STREAM BANKS ADJACENT TO CROSSING FOR A MINIMUM OF 25
FEET OR WIDTH OF EASEMENT.
MAINTENANCE NOTES:
1. KEEP MATS' SURFACE FREE OF MINERAL SOIL AND DEBRIS THAT COULD ENTER
STREAM.
2. PERIODICALLY CHECK MAT HARDWARE; RETIGHTEN NUTS (Sc CABLE CLAMPS AS
NECESSARY TO MAINTAIN BRIDGE STRENGTH AND INTEGRITY.
3. IMMEDIATELY REMOVE ANY DEBRIS WHICH ENTERS THE STREAM AT THE CROSSING
LOCATION.
REMOVAL NOTES:
1. CLEAN OFF BRIDGE SURFACE.
2. REMOVE MATS BY USING MAT CABLE LOOP OR SKIDDER GRAPPLE.
3. PERMANENTLY STABILIZE DISTURBED PORTIONS OF STREAM BANK AND APPROACH
ROADS WITH PERENNIAL GRASSES/MULCH (OR WETLAND MIX WHEN APPLICABLE).
4. LEAVE APPROPRIATE WATER DIVERSION STRUCTURES IN PLACE ON BOTH SIDES OF
STREAM.
5. RESTORE THE STREAM CHANNEL TO ITS ORIGINAL CROSS-SECTION, AND SMOOTH AND
APPROPRIATELY STABILIZE ALL DISTURBED AREAS.
SURFACE FLOW
DIVERSION
01
STONE
ORIGINAL STREAMBANK
STREAM CHANNEL
SIDE VIEW
FILTER CLOTH
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SURFACE FLOW
DIVERSION
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SEE PLAN AND PROFILE
SHEETS FOR TYPE AND
DEPTH OF RIP -RAP
TOP OF RIP -RAP TO MATCH EXISTING
STREAM CONTOURS. STONE SHALL NOT
PROTRUDE ABOVE EXISTING STREAMBED.
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STREAM SECTION
NOTES:
1. PERMANENT STREAM STABILIZATION SHALL BE
INSTALLED IMMEDIATELY UPON COMPLETION OF
CONSTRUCTION.
2. RIP -RAP SHALL BE INSTALLED FROM TOP OF
BANK TO TOP OF BANK, ACROSS ENTIRE
WIDTH OF DISTURBED STREAM.
(-2--PERMANENT STREAM STABILIZATION
TOP OF BANK
ENERGY
DISSIPATION
STREAM
CHANNEL
IMPERVIOUS
DIKE
TOP OF BANK
STORM
GRATE
REINFORCED
CORNERS
GENERAL NOTES:
CURB
OPENING
-2'
LIFT
STRAPS
1. CURB INLET FILTER SACK SHALL BE REPLACED IF
ANY FABRIC COLLAPSES, TEARS, DECOMPOSES, OR
BECOME INEFFECTIVE.
2. REMOVE SEDIMENT DEPOSITS ONCE FILTER
BECOMES HALF FULL.
EX. CURB
CURB FILTER (FOR
COMBINATION INLETS)
OUTFLOW
PORTS
DUMPING
STRAPS
31-15A
CURB INLET FILTER SACK
DETAIL TITLE
SILT/WATER
SEPARATOR
DEVICE
DISCHARGE HOSE
BYPASS PUMP
SUCTION HOSE
IMPERVIOUS
DIKE
---- PIPE TRENCH
UTILITY PIPE
DE -WATERING
PUMP
PLAN VIEW
NTS
NOTE: MEASURES SHOWN ARE TO CONVEY THE
GENERAL INTENT. CONTRACTOR SHALL DETERMINE
SIZE AND LAYOUT FOR MEANS AND METHODS
USED AND SHALL PERFORM ALL WORK WITHIN
EASEMENTS SHOWN.
UTILITY STREAM CROSSING W/DAM AND PUMPING
NTS
EROSION CONTROL MAINTENANCE PLAN
ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH SIGNIFICANT
RAINFALL. ALL NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO PREVENT FURTHER DAMAGE AND
EROSION. STRUCTURES AND MEASURES THAT SHALL BE INSPECTED INCLUDE:
1. SEEDING, FERTILIZING, AND MULCHING: SEEDED AREAS SHALL BE INSPECTED FOR FAILURE
AND NECESSARY REPAIRS SHALL BE MADE WITHIN THE SAME SEASON.
2. CONSTRUCTION ENTRANCE: MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING
WITH 2-INCH STONE AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP
SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE
MATERIALS SPILLED, WASHED OR TRACKED ONTO PUBLIC ROADWAYS.
3. SILT FENCE: ANY FABRIC WHICH COLLAPSES, TEARS, DECOMPOSES, OR BECOMES INEFFECTIVE
WILL BE REPLACED IMMEDIATELY. REMOVE SEDIMENT DEPOSITS BEHIND FENCE WHEN SEDIMENT
ACCUMULATES TO 6".
4. SILT FENCE OUTLET: REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED. REPLACE
STONE AS NEEDED TO ENSURE DEWATERING.
5. TREE PROTECTION: ANY FABRIC WHICH COLLAPSES, TEARS, DECOMPOSES, OR BECOMES
INEFFECTIVE WILL BE REPLACED IMMEDIATELY.
6. COMBINATION SILT/TREE PROTECTION FENCE:ANY FABRIC WHICH COLLAPSES, TEARS,
DECOMPOSES, OR BECOMES INEFFECTIVE WILL BE REPLACED IMMEDIATELY. REMOVE SEDIMENT
DEPOSITS BEHIND FENCE WHEN SEDIMENT ACCUMULATES TO 6".
7. SILT BAG: ANY FABRIC WHICH COLLAPSES, TEARS, DECOMPOSES, OR BECOMES INEFFECTIVE
WILL BE REPLACED IMMEDIATELY. REPLACE SILT BAG WHEN ONE HALF (i) FULL OF SEDIMENT.
8. ROCK CHECK DAMS AND ROCK PIPE INLET PROTECTION: INSPECT FOR SIGNIFICANT EROSION
AROUND THE EDGES AND BETWEEN DAMS. INSTALL PROTECTIVE RIP RAP LINERS IN PORTIONS
OF THE CHANNEL WHERE EROSION OCCURS. REMOVE SEDIMENT ACCUMULATED BEHIND THE
DAMS AS REQUIRED TO PREVENT DAMAGE TO CHANNEL VEGETATION. ADD STONES TO DAMS AS
REQUIRED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
9. STOCKPILES: STOCKPILES SHALL BE CHECKED FOR SEDIMENTATION AND STABILIZATION.
10. CURB INLET PROTECTION: ANY FABRIC WHICH COLLAPSES, TEARS, DECOMPOSES, OR BECOME
INEFFECTIVE WILL BE REPLACED IMMEDIATELY. REMOVE SEDIMENT DEPOSITS FROM SACK WHEN
HALF OF THE CAPACITY IS USED.
11. WATTLE: THE CONTRACTOR SHALL MAINTAIN THE WATTLES UNTIL THE PROJECT IS ACCEPTED
OR UNTIL THE WATTLES ARE REMOVED, AND SHALL REMOVE AND DISPOSE OF SILT
ACCUMULATIONS AT THE WATTLES WHEN SO DIRECTED IN ACCORDANCE WITH THE
REQUIREMENTS OF SECTION 1630 OF THE NCDOT STANDARD SPECIFICATIONS.
12. EROSION CONTROL MATTING: GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND
EROSION MUST NOT OCCUR BENEATH THE RECP. ANY AREAS OF THE RECP THAT ARE
DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED.
IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED
AND THE ERODED AREA PROTECTED.
raelEROSION CONTROL MAINTENANCE PLAN
NTS
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This
limited review, and authorization for construction is not to be considered to represent total
compliance with all legal requirements for development and construction. The property owner, design
consultants, and contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any
violation of City, State or Federal Law. All construction must be in accordance with all Local, State,
and Federal Rules and Regulations. This approval of this electronic document is only valid if the
document has not been modified and the digital signature below is valid:
REVISED PER OWNER COMMENT
REVISED PER REGULATORY REVIEW
PERMITTING
90% DESIGN
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SEAL NOT VAL/1/DIIIIINIIIISISI‘S\IO\NE\\D AND DATED
HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
Firm License No. C-2586
Engineering is our profession.
Service is our passion.
IMPROVEMENTS
RALEIGH WATER
RALEIGH, NC
Li
CO\TROL
0
0
PROJECT NO.
RAL1 801
TPP-08
HIEPC
DETAIL I.D.
5/16/2018
REVISED DATE
SCALE
NO SCALE
City of Raleigh Development Approval