SW4101001_APPROVED PLANS_20110124

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
I� APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
5-,Q&z69 Id
YYYYMMDD

Progress Energy Carolinas, Inc. Raleigh, NC
RAMSEUR 115/24 KV SUBSTATION
357 KING ROAD, RAMSEUR, RANDOLPH COUNTY,- NORTH CAROLINA
TOWN
Dewberr
Dewberry & Davis, Inc.
2301 REMOODS DRIVE
SUITE 2W
RALEIGH, NC 27612
PHONE. 919.M.9M
FAX: 919.881,9923
NCBELS # F-0679
OF RAMSEUR ZONING DISTRICT - RA20
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CCU"II"R SHEET
RX 56524
SHT
1 OF
14
EXIS 'NONG CONDITIONS
RDC-52524
SHT
2 OF
14
OVERALL SITE LAYOUT
RDC-56524
SHT
3 OF
14
DEMCLITION PLAN
RDC-56524
SHT
4 OF
14
SITE PLAN
RDC-56524
SHT
5 OF
14
PHA-.`a�E­ I EROSION CONTROL PLAN
RDC-56524
SHT
6 OF
14
PHASE II EROSION CONTROL PLAN
RDC-56524
SHT
7 OF
14
GRADING & DRAINAGE PLAN
RDC-56524
SHT
8 OF
14
DETAILS SHT 1OF 5
RDC-56524
SHT
9 OF
14
DETAILS SHT 2 OF 5
RDC-56524
SHT
10 OF
14
DETAILS :'HT 3 OF 5
RDC-56524
SHT
11 OF
14
DETAILS SHT 4 OF 5
RDC-56524
SHT
12 OF
14
DETAILS SHT 5 OF 5
RDC-56524
SHT
13 OF
14
LANDSCAPE PLAN & DETAILS
RDC-56524
SHT
14 OF
14
"DoI
RDC-56524 SHT 1 OF 14

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LEGEND
LIMITS OF CONSTRUCTION
NEW SPOT SHOT ELEVATION
SHWL BORING LOCATION
SEASONAL HIGH WATER TABLE (§HWTI SOIL BORING SUMMARY
X 566.6
BORING
EXISTING
SURFACE ELEV.
DRILL DEPTH
SHWL DETAILS
3
562.5'
72 INCHES
SHWL APPEARS TO BE BELOW 72 INCH DEPTH
2
560,5'
72 INCHES
SHWL APPEARS TO BE BELOW 72 INCH DEPTH
1
557.5'
72 INCHES
SHWL OBSERVED AT 68 INCH DEPTH (ELEV. 551.83)
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NOTES:
1. SEE SHEET 2 FOR EXISTING CONDITIONS.
2. TOTAL DISTURBED AREA =1.5 ACRES
3. EARTHWORK QUANTITIES:
APPROX. UNSUITABLE SOIL EXCAVATION: NONE EXPECTED BASED ON GEOTECHNICAL
RECOMMENDATIONS
APPROX. CUT (NOT INCLUDING UNSUITABLE SOIL): 315 CY
APPROX. FILL (NOT INCLUDING UNSUITABLE SOIL): 2,741 CY
APPROX. NET (NOT INCLUDING UNSUITABLE SOIL): 2,426 CY
4. SEE SHEETS 6 AND 7 FOR EROSION AN SEDIMENT CONTROL MEASURES.
5. PROGRESS ENERGY CAROLINAS, INC. EQUIPMENT PLAN NOT SHOWN FOR CLARITY.
6. 6" ABC STONE NOT INCLUDED IN INITIAL GRADING WORK.
7. CHAIN LINK FENCE NOT INCLUDED IN INITIAL GRADING WORK.
S. GRADES SHOWN ARE FINISH DIRT GRADES PRIOR TO PLACEMENT OF STONE.
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ueWDerry & uaV15, Inc.
2301 REXWOODS DRIVE
SUITE 200
RAEEIGH, NC 27612
PHONE: [phone]
FAX [phone]
NCI3ELS # F W79
PERMANENT BAFFLE, SEE
SHEET 13 FOR DETAIL.
/
GRAPHIC SCALE
20 0 10 20 40
( IN FEET)
1 inch = 20 ft_
ao
6
09/03/2010
5
07/20/2010
4
3
05/07/2010
04/16/2010
2
04/06/2010
1
03/18/2010
NO.
DATE
REVISED PERMITTING PACKAGES
REVISED PERMITTING PACKAGES
PERMITTING PACKAGES
FINAL RELEASE FOR BID AND PERMITTING
95% CONSTRUCTION DOCUMENTS
PRELIMINARY SUBMITTAL
REVISION
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MANHOLE A
Progress Energy
Progress Energy Carolinas, Inc. Raleigh, NC
FVR SFP TFB RAMSEUR 115/24 KV SUBSTATION
FVR SFP TFB
FVR SFP TFB
GRADING & DRAINAGE PLAN
FVR SFP TFB LOCATION RANDOLPH COUNTY, NORTH CAROLINA
FVR SFP TFB SCALE 1" = 20' SCALE RATIO 1:1
FVR SFP TFB DRAWN FVR CHK. SFP APP. TFB
BY CK. APP. DATE 09/03/10 DWG. NO. ROC-56524 SHT 8 OF 14

CAT_
EROSION AND SEDIMENT CONSTRUCTION SEQUENCE
1. THE CONTRACTOR SHALL POST THE SEDIMENTATION CERTIFICATE OF APPROVAL AT THE CONSTRUCTION ENTRANCE AND MAINTAIN COPIES
OF THE PROJECT EROSION PERMITS IN THE PERMITS BOX. ANY CHANGES IN THE PROJECT DESIGN THAT RESULT IN ADDITIONAL
DISTURBANCE, OR CHANGE THE DRAINAGE PATTERNS SHALL BE SUBMITTED TO NCDENR FOR PERMIT MODIFICATION.
2. NOTIFY THE STATE LAND QUALITY SECTION AT 3W-771.6000 (WINSTON SALEM REGIONAL OFFICE) AT LEAST 48 HOURS PRIOR TO BEGINNING
CONSTRUCTION ACTIVITIES.
3. NO CLEARING, CONSTRUCTION, OR LAND DISTURBANCE ACTIVITIES MAY BEGIN ON THE SITE UNTIL ALL EROSION AND SEDIMENT CONTROL
MEASURES HAVE BEEN INSTALLED IN LOCATIONS AS SHOWN ON THE CONTRACT DRAWINGS. IF CLEARING IS REQUIRED FOR INSTALLATION OF
THE GIVEN MEASURE, ALL OTHER MEASURES SHOWN SHALL BE INSTALLED FIRST. THE NECESSARY LAND DISTURBANCE ACTIVITIES REQUIRED
FOR INSTALLATION OF THE GIVEN MEASURE MAY THEN PROCEED.
4. INSTALL GRAVEL CONSTRUCTION ENTRANCE IN LOCATIONS SHOWN ON THE DRAWINGS.
5. INSTALL SILT FENCE AND STABILIZED OUTLETS FOR SILT FENCE IN LOCATIONS SHOWN ON DRAWINGS.
6. GRADE THE DRY POND TO THE DIMENSIONS SHOWN AND INSTALL THE RISER STRUCTURE AND THE EMERGENCY WEIR RISER. INSTALL THE
SKIMMER AND ATTACH THE SKIMMER TO THE 6" ORIFICE IN THE RISER STRUCTURE. INSTALL POROUS BAFFLES ACCORDING TO THE DETAIL ON
SHEET 13. INSTALL P 'ti5 AND THE CLASS B RIP RAP FOREBAY.
.7 INSTALL TEMPORARY DIVERSIONS AND TEMPORARY LINING/MATTING' IN LOCATIONS SHOWN ON DRAWINGS.
8. PROVIDE TEMPORARY SEEDING AFTER CLEARING AND GRUBBING OPERATION IF THE AREA IS TO REMAIN INACTIVE FOR MORE THAN 15
WORKING DAYS OR 60 CALENDAR DAYS, WHICEVER IS LESS. PROVIDE PERMANENT SEEDING WITHIN 15 WORKING DAYS OR 60 CALENDAR
DAYS, WHICHEVER IS LESS, OF ESTABLISHING FINAL GRADES, SLOPES SHALL BE SEEDED WITHIN 21 CALENDAR DAYS.
9. BEGIN SITE STRIPPING AND EXCAVATION WITHIN THE LIMITS OF CONSTRUCTION.
10. INSTALL PERMANENT STORMWATER DEVICES TO BY-PASS OFF SITE FLOW PRIOR TO BEGINNING. GRADING.
11. INSTALL INLETIOUTLET PROTECTION AS SHOWN ON THE DRAWINGS.
12. GRADE THE SITE TO DIMENSIONS AND ELEVATIONS SHOWN ON DRAWINGS. REMAINING PERMANENT STORMWATER DEVICES SHALL BE
INSTALLED CONCURRENT WITH SITE GRADING. INSTALL RIP RAP DISSIPATORS.
13. INSTALL FENCE.
14. INSTALL EQUIPMENT.
15. INSTALL STONE ON PAD.
16. STORM DRAINAGE INLETS AND OUTLETS SHALL BE PROTECTED WITH THE APPROPRIATE EROSION CONTROL MEASURES AT ALL TIMES. RIP RAP
OUTLET PROTECTION PADS SHALL BE INSTALLED AT THE LOCATIONS AND DIMENSIONS SHOWN AS SOON AS EACH STORM DRAIN CHANNEL OR
PIPE RUN IS COMPLETE,
17. PROGRESS ENERGY CAROLINAS, INC. SHALL CONDUCT PROJECT NPDES INSPECTIONS OF EROSION CONTROL MEASURES AND STORMWATER
OUTLETS ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT 112 INCH OR GREATER. ALL CONTROL DEVICES
SHALL BE MAINTAINED AS SPECIFICED IN THE NCDENR EROSION & SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. A RAIN GAUGE SHALL
BE INSTALLED AT THE PROJECT SITE TO FACILITATE RAINFALL MONITORING. THE CONTRACTOR SHALL MAINTAIN THESE RECORDS IN THE
PERMIT BOX FOR AUDIT BY REGULATORY AGENCIES.
18. REMOVE ALL SEDIMENT DEPOSITED DURING CONSTRUCTION IN THE DRY POND, REMOVE TEMPORARY BAFFLES. REPAIR EROSION FEATURES
AND RESTORE THE VEGETATED SLOPES. REMOVE SKIMMER AND RESTORE RISER TO PERMANENT DRY POND DESIGN. INSTALL THE LEVEL
SPREADER AND FILTER STRIP.
19. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES, AND PROVIDE PERMANENT SEEDING WHERE TEMPORARY MEASURES HAVE
BEEN REMOVED AND GROUNDCOVER IS NOT ADEQUATE.
TYPICAL SEEDING SCHEDULE FOR PIEDMONT AREAS .
1. LIME, SEED, AND FERTILIZER SHALL BE APPLIED WITH NECESSARY EQUIPMENT TO GIVE UNIFORM DISTRIBUTION OF THESE MATERIALS. THE KINDS
OF MATERIALS TO BE APPLIED PER ACRE:
TEMPORARY SEEDING
DATE TYPE PLANTING RATE FERTILIZER LIMESTONE STRAW MULCH
JAN. 1 - MAY. 15
MAY. 1 S-AUG. 15
RYE (GRAIN)
KOBE LESPEDEZM
GERMAN MILLET"*
AUG. 15 - DEC. 30 RYE (GRAIN)
PERMANENT SEEDING
DATE. �fEE
120 LBSIACRE
50 LBSIACRE
40 LBSIACRE
120 LBSIACRE
AUG. 1 - OCT. 15 BLEND OF 50% KY-31 100 LB.S/ACRE
FEB. 1 - MAR. 31 BAHIA GRASS 50 LBSIACRE
TALL FESCUE AND 50%
MIXTURE OF TWO OR
MORE TURF -TYPE TALL
FESCUE 100 LBSIACRE
BERMUDA 30 LBSIACRE
JO-10-10 BLEND
760 LBSIACRE 2000 LBSIACRE
750 LBS/ACRE
1000 LBS/ACRE
FERTILIZER***
1000 LBSIACRE
2000 LBSIACRE
2000 LBS/ACRE
LIMESTONE***
3000 LBSIACRE
*OMIT KOBE LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE.
** A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUED AT A RATE OF 50 LBSIACRE.
***QUANTITY OF FERTILIZER AND LIME SHALL BE COMFIRMED BY SOILS TEST.
4000 LBSIACRE
4000 LBSIACRE
4000 LBSIACRE
STRAW MULCH
4000 LBSIACRE
2. SEEDED AREA SHALL BE CULTIPACKED TO FIRM SEEDBED AND COVER SEED.
3, GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS A MULCH WITHIN 24 HOURS OF THE INITIAL SEEDING OPERATION. NO BARE GROUND
SHALL BE VISIBLE WHEN RIDING BY A MULCHED AREA IF PROPER APPLICATIONS ARE ACHIEVED, THICK CLUMPS OF STRAW ARE NOT PERMISSIBLE AS
A UNIFORM COVERAGE IS EXPECTED.
4. MULCHED AREA SHALL BE TACKED WITH ASPHALT (APPLICATION RATE OF 438 GALIACRE), ROVING, OR NETTING, OR BY CRIMPING WITH A MULCH
ANCHORING TOOL. ON STEEP SLOPES, NETTING IS PREFERRED.
5. DITCH TREATMENT SHALL BE USED IN AREAS WHERE STEEP GRADES COULD CAUSE DITCH EROSION. USE OF EXCELSIOR MATTING OR
FIBERGLASSISYNTHETIC ROVING IS ACCEPTABLE. DITCH TREATMENT SHALL BE INSTALLED BEFORE MULCHING OPERATION.
6. VEGETATION SHALL BE ESTABLISHED ON ALL DISTURBED AREA WITHIN 15 DAYS OF COMPLETION OF ANY PHASE OF GRADING ACTIVITIES OR WHERE
CONSTRUCTION WILL TEMPORARILY CEASE FOR MORE THAN 60 CALENDAR DAYS.
Dewberry
Dewberry & Davis, Inc.
23M REKWOODS DRIVE
SUITE 200
RALEIGH, NO 27612
PHONE: [phone]
FAX: [phone]
NCBELS # F-W79
METAL POSTS
1.5' INTO GROUND
MAX. 1.5' APART
/-GRASS-1
GALVANIZED HARDWARE WIRE
EXTENDS TO TOP OF BOX
(3/8" MESH)
GRASS)
#57 WASHED7
STONE /!.
/-GRASSJ
r GRASS J
12" -GRASS-J
l
MAINTENANCE: GRASS
1. CONTRACTOR SHALL INSPECT THE GRAVEL FILTER EVERY 7 DAYS AND AFTER EACH SIGNIFICANT (1/2 INCH OR
GREATER) RAINFALL AND MAKE REPAIRS AS NEEDED.
2. CONTRACTOR SHALL REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR
SUBSEQUENT RAINS.
3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, THE CONTRACTOR SHALL
REMOVE ALL MATERIALS AND UNSUITABLE SOIL. CONTRACTOR SHALL BRING THE DISTURBED AREA TO PROPER
GRADE, THEN SMOOTH AND COMPACT IT AND APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
TYPICAL CATCH BASIN PROTECTION {TEMPORARY)
NITS
1
1'
WV%f vv
CLASS B RIP RAP, 18" MINIMUM THICKNESS
r 1 `j �
M
SMOOTHLY BLEND CONTACT AREA
FILTER FABRIC
PROVIDE TEMPORARY CHANNEL LINING PRIOR TO
ESTABLISHING PERMANENT GROUND COVER
xxxxxxx X&
x
x
1Ix
4xx
XXX M
GRASS LINED
1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERIAL FROM THE
FOUNDATION AREA AND DISPOSE OF PROPERLY.
2. EXCAVATE THE CHANNEL, AND SHAPE IT TO NEAT LINES AND DIMENSIONS AS SHOWN ON THE
PLANS PLUS A 0.2 FOOT OVERCUT AROUND THE CHANNEL PERIMETER TO ALLOW FOR BULKING
DURING SEEDBED PREPARATIONS.
3.. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL SO THAT SURFACE WATER MAY ENTER
THE CHANNEL FREELY.
4. ESTABLISH GRASS IN THE CHANNEL ACCORDING TO THE SEEDING SPECIFICATIONS ON SHEET 8.
PROTECT THE CHANNEL WITH TEMPORARY LINERS AS SHOWN IN THE SCHEDULE.
A
FOR PERMANENT CHANNELS: INSPECT EVERY 7 DAYS AND AFTER EACH RAINFALL. AFTER GRASS IS
ESTABLISHED, PERIODICALLY CHECK THE CHANNEL; CHECK IT AFTER EVERY RAINFALL EVENT.
IMMEDIATELY MAKE REPAIRS. CHECK THE CHANNEL OUTLET FOR BACK STABILITY AND EVIDENCE OF
PIPING OR SCOUR HOLES, REMOVE ALL SEDIMENT ACCUMULATIONS TO MAINTAIN THE DESIGNED
CARRYING CAPACITY. KEEP ALL GRASS AT HEALTHY VIGOROUS CONDITION AT ALL TIMES.
PERMANENT DIVERSION CHANNEL SCHEDULE
CHANNEL
DEPTH
BOTTOM
SIDE
SLOPE
BOTTOM
LENGTH
LINING TYPE
MINIMUM SHEAR STRESS
NUMBER
WIDTH {B)
SLOPE
(LBI(LB/FTSQ)
(M)
1
12"
4
3
0.21 %
76
EXCELSIOR MATTING
1.50
2
12"
4
3
6.0%
72'
CLASS B RIP RAP
1.50
TYPICAL DIVERSION CHANNEL (PERMANENT)
NTS
COARSE
;REGATE
NOTES:
WASHING - IF CONDITIONS AT THE SITE ARE SUCH THAT MOST OF THE MUD AND SEDIMENT WILL NOT BE REMOVED
BY VEHICLES TRAVELING OVER THE GRAVEL, THE TIRES SHOULD BE WASHED. WASHING SHOULD BE DONE ON AN
AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO A SEDIMENT TRAP OR OTHER SUITABLE DISPOSAL
AREA. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE.
CONSTRUCTION SPECIFICATIONS:
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL
PROPERLY TO GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
4. USE GEOTEXTILE FABRIC BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO
SEEPAGE OR HIGH WATER TABLE.
MAINTENANCE:
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 EVERY RAINFALL, INSPECT ANY
STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATEDLY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
COMPACTED
SOIL BERM
TYPICAL CONSTRUCTION ENTRANCE(TEMPORARY)
NTS
V
1.. 6' -TYPICAL
N T TION ECf I TI
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER
OBJECTIONABLE MATERIAL.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN
REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN
ELEVATION OF THE SEDIMENT TRAP, PLUS THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND
CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION.
MAINTENANCE:
INSPECT TEMPORARY DIVERSION EVERY SEVEN DAYS AND AFTER EVERY RAINFALL. IMMEDIATELY
REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK
OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY
STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL
AND APPROPRIATELY STABILIZE IT.
TEMPORARY DIVERSION CHANNEL SCHEDULE
BOTTOM
CHANNEL NO
DEPTH
SLOPE (S)
LENGTH
TEMPORARY LINING
1
18"
0.5%
70'
EXCELSIOR MATTING
TYPICAL DIVERSION CHANNEL(TEMPORARYI
NTS
6 09/03/2010 REVISED PERMITTING PACKAGES
5 07/20/2010 REVISED PERMITTING PACKAGES
4 05/07/2010 PERMITTING PACKAGES
3 04/16/2010 FINAL RELEASE FOR 6ID AND PERMITTING
2 04/06/2010 95% CONSTRUCTION DOCUMENTS
1 03/I8/2010 PRELIMINARY SUBMITTAL
N0. DATE REVISION
&a Progress Energy
Progress Energy gy Carolinas, Inc. Raleigh, NC �
FVR SFP TFB RAMSEUR 115/24 KV SUBSTATION C
FVR SFP TFB DETAILS C/
FVR SFP TFB
FVR SFP TFB LOCATION RANDOLPH COUNTY, NORTH CAROLINA
FVR SFP TFB SCALE N/A SCALE RATIO 1:1 �S
FVR SFP TFB DRAWN FVR CHK. SFP APP. TFB
BY I CK. I APP. I DATE 09/03/10 DWG. NO. ROC-56524 SHT 9 OF 14
- - - -- ,
r r

.i {'_`... !'r.ul:,`:-'!'. �.il i� ..u't.•.. .. -."_ s. 1--- - ---
TYPICAL SURFACE ROUGHENING
NTS
CONSTRUCTION SPECIFICATIONS:
1. DRIVE STEEL POST 18" INTO THE GROUND AND EXCAVATE A 6"X6" TRENCH UPHILL ALONG THE
LINE OF THE POSTS. MAX. V BETWEEN POSTS.
2. ATTACH WIRE FENCE TO POSTS AND EXTEND THE BOTTOM OF THE FENCE 6" INTO THE
EXCAVATED TRENCH.
3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND THE BOTTOM OF THE FABRIC 6"
INTO THE TRENCH.
4. BACKFILL THE TRENCH AND COMPACT THE SOIL FIRMLY TO ANCHOR THE BOTTOM OF THE SILT
FENCE SO THAT RUNOFF IS FORCED TO GO THRU THE FENCE AND CANNOT GO UNDER IT.
STEEL POST
FENCE
DER FABRIC
BACKFILL TRENCH WITH SOIL
MATERIAL AND TAMPING
TO 6" ABOVE GROUND.
MAI ENANCE:
1. INSPECT SILT FENCE EVERY SEVEN DAYS AND AFTER EVERY 112 INCH OF RAINFALL.
2. PERIODICALLY REMOVE ACCUMULATED SEDIMENT AND REPAIR DAMAGE TO FENCE.
TYPICAL SILT FENCE (TEMPORARY)
NTS
Of f.AV
- V MIN --I SPLASH PAD CONSTRUCTED ON . - -
DOWNSTREAM SIDE OF SILT FENCE
MAINTENANCE: (USE FABRIC UNDER RIP RAP)
1. INSPECT SILT FENCE EVERY SEVEN DAYS AND AFTER EVERY 1/2 INCH OF RAINFALL.
2. PERIODICALLY REMOVE ACCUMULATED SEDIMENT AND REPAIR DAMAGE TO FENCE.
TYPICAL STABILIZED OUTLET FOR SILT FENCE (TEMPORARY)
NTS
ewberry
Dewberry & Davis, Inc.
2301 REXWOODS DRIVE
SUITE 200
RALEIGH, NC 27612
PHONE: [phone]
FAX: [phone]
NCBELs # F-0679
ENERGY DISSIPATORIOUTLET PROTECTION SCHEDULE
STRUCTURE TYPE
LENGTH
PROVIDED
La, (FEET)
WIDTH
PROVIDED
W, (FEET)
DEPTH
PROVIDED
d, (INCHES)
STONE TYPE
OUTLET !
INLET
TYPE
DRAWING
WHEN
SHOWN
COMMENTS
1
FES-4
12
13.5'
18"
CLASS B
A
SHEETS
2
FES-
10
11.25'
18"
CLASS :B�=
A
TSHEET 6
NOTE:
1. FOR OUTLET TYPE "B", PLACE RIP -RAP FROM TOP OF BANK TO TOP OF BANK IN RECEIVING CHANNEL.
NOTES:
1. La IS THE LENGTH OF THE RIPRAP APRON.
2. D =18" MINIMUM FOR NCDOT CLASS B RIPRAP.
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP ON THE CHANNEL
BANKS TO AN ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR
TOP OF BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP
AND SOIL FOUNDATION AND UNDER THE FLARED END SECTION.
TYPE A - PIPE OUTLET TO FLAT AREA -
NO WELL-DEFINED CHANNEL
SECTION_A A-
'ER
BLANKET
TYPE B - PIPE OUTLET TO WELL-DEFINED CHANNEL
PLAN
" co
SECTION AA BLAND
TYPICAL RIPRAP DISSIPATOR PAD (PERMANENT)
RIP RAP OUTLET PROTECTION:
1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND
GRADES SHOWN ON THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO DENSITY OF THE
SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL SHALL
BE FILLED BY INCREASING THE RIPRAP THICKNESS.
2. THE RIPRAP AND GRAVEL FILTER SHALL CONFORM TO THE SPECIFIED "GRADING LIMITS SHOWN ON THE
PLANS.
3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM
PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND
PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED -AREA. ALL CONNECTING JOINTS
SHOULD OVERLAP A MINIMUM OF 1 FOOT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER
CLOTH.
4. RIP RAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER.
5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE AS SPECIFIED IN THE SCHEDULE.
6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE, IT SHOULD BE HARD, ANGULAR, HIGHLY
WEATHER -RESISTANT AND WELL GRADED.
7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE END. MAKE THE TOP OF THE
RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT.
8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY
STRAIGHT THROUGH ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACT IT IN THE
UPPER SECTION OF THE APRON.
9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION.
I"r,u11,1li
INSPECT RIPRAP OUTLET STRUCTURES EVERY SEVEN DAYS AND AFTER EACH RAINFALL EVENT
(1/2 INCH OR GREATER) TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN
PLACE OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO
PREVENT FURTHER DAMAGE.
1w
CONSTRUCTION SPECIFICATIONS:
,��,� ` - - O
�•••N.•.• R•
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER,
4?•�o
AND SEED.
' R A L `
fl
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE
�3y1
TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
�'•�%,p'� yslE�`•'•
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL.
IN
4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH AN 18" OVERLAP. USE A DOUBLE ROW
I A.rV
OF STAGGERED STAPLES 4" APART TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHOTED IN A 66DEEP X
6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. BLANKETS IN SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED
(2" FOR C350 MATTING).
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40
FOOT INTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE WIDTH OF THE CHANNEL.
PLACE A SECOND ROW 4" BELOW THE FIRST ROW IN A STAGGERED PATTERN.
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH.
BACKFILL. AND COMPACT THE TRENCH AFTER STAPLING..
E407,
Progress, Energy
TYPICAL INSTALLATION OF NETTING AND MATTING PERMANENT
NTS
Progress Energy Carolinas, Inc. Raleigh, NC
- -77�.
j
' Ie i 1� 1 jf 't I 5 � � I I ; •5 � r .I t } 1�f1 { irq{Ile 7 1.. L�.t 1, ; 1 � �i

— ----- .': f..'- _'_s!..t.: __,S•,�,. �]�_si•]��.�.. _ ._..._. �.�.. ..•yl,� �.. .. .ti.-'�1':i�t __i.�•.i f�.��;_. ����1}f ls_.., SJ. .;.�
CLASS B RIP RAP FOREBAY
LEVEL SPREADER LIP,
AT ELEV. 560.5'
OUTLET PIPE FROM
DRY POND
zcr' X 25' ENGINEERED FILTER STRIP.
PROVIDE 6" TOPSOIL WITH MINIMUM 2°�b
ORGANIC CONTENT. SOD WITH TALL FESCUE
OR COMMON BERMUDA. 7
DOWNSTREAM LIP MUST BE LEVEL
THE ENTIRE LENGTH OF SPREADER,
LIP ELEVATION 560.6
CONCRETE RIBBON WEIR,
SEE DETAIL BELOW
3" LAYER OF #57 STONE
FILTER FABRIC -
36w
314' CHAMFER (TYP.)
#4 DOWEL WITH STANDARD
90 DEGREE HOOK AT 12' OC
(2) # 4 BARS CONT.
CONCRETE RIBBON WEIR
(2) #4 BARS CONT.
#4 BARS AT 36' OC
GRASS LINED CHANNEL 6 INCHES DEEP 4' WIDE.
EXCELSIOR MATTING TO BE INSERTED AND
SECURED IN GRASS LINED CHANNEL.
11 d 3'
i
f
4' WIDE GRASS LINED CHANNEL,
CENTER ELEV. AT 560.0'
LEVEL SPREADER LIP, CONCRETE RIBBON
' WEIR PARALLEL TO CONTOUR LINES.
LENGTH = 25'
#57 STONE ON FABRIC
STABILIZED UNDISTURBED AREA
CLASS B RIP RAP FOREBAY (4' WIDE X V LONG X 18" DEEP) ON TOP OF FILTER FABRIC
END OF PIPE
WIRRA01�Yjv"LL CloA&FF/LTa'
F.49W,F06ESAAV AEF Sf/AP� T4PROl%OE
UNDISTURBED GROUND AOEQUATFPXi'07gCl�NAROUNOTh'Ep/PE
Ddl/TFAL� fNCI!/O/NGTfi(ETOoDFTf/Ep/PE
CONSTRUCTION SPECIFICATIONS:
1. ENSURE THAT THE SPREADER IS LEVEL, FOR UNIFORM SPREADING OF STORM RUNOFF.
2. CONSTRUCT THE LEVEL SPREADER LIP ON UNDISTURBED SOIL TO UNIFORM HEIGHT AND ZERO GRADE OVER THE.
LENGTH OF THE SPREADER.
3. CONSTRUCT A SMOOTH TRANSITION FROM THE PIPE OUTFALL TO THE LEVEL SPREADER.
4. DISPERSE RUNOFF FROM THE SPREADER ACROSS A PROPERLY STABILIZED SLOPE. MAKE SURE THE SLOPE IS
SUFFICIENTLY SMOOTHED TO KEEP THE FLOW FROM CONCENTRATING.
5. IMMEDIATELY AFTER ITS CONSTRUCTION, APPROPRIATELY SEED AND MULCH THE ENTIRE DISTURBED AREA.
6. THE LEVEL SPREADER DESIGN AND CONSTRUCTION SHALL BE BASED ON CURRENT NCDENR DIVISION OF WATER
QUALITY DESIGN STANDARDS.
MAINTENANCE:
NOTE: USE 3000 PSI 1. INSPECT THE LEVEL SPREADER AFTER EVERY SEVEN DAYS AND 112 INCH OF RAINFALL UNTIL VEGETATION IS ESTABLISHED AND
PROPERLY MAKE ANY NEEDED REPAIRS. AFTER THE AREA HAS BEEN STABILIZED, MAKE PERIODIC INSPECTIONS AND KEEP
VEGETATION IN A HEALTHY, VIGOROUS CONDITION.
2.
LEVEL SPREADER (PERMANENT)_
NTS
19. Dewberry
Dewberry & Davis, Inc.
2301 RD(WOODS DRIVE
SUITE 200
RALEIGH, NC 27612
PHONE: [phone]
FAX: [phone]
NCBELS # F-4)M
MAINTAIN THE ENGINEERED FILTER STRIP WITH REGULAR MOWING AND RESODDING IF NECESSARY. MAINTAIN A DENSE,
VIGOROUS STAND OF TURF. RECOMMENDED GRASSES INCLUDE TALL FESCUE AND COMMON BERMUDA.
`�- 7—'
.. ) i ' f .. f . r •�� �' �. � .. v . . - f .. - ' �. , � �- '�' _ .r � f' `'f ! .. �. � .� � •. r . , S %t

GRATE
ZD
C.I. FRAME & GRATE FOR
36"x36" DROP INLET
SIMILAR TO US FOUNDRY
USF-4156 FRAME & USF-6241
GRATE OR APPROVED EQUAL,
H.D. CASTING
FINISHED
GRADE
PRECAST CONCRETE —�
WAFFLE BOX
PIPE NOTE:
FOR STRUCTURES OVER 4` DEEP
PROVIDE STEPS CAST IN WALL OF
RISER STRUCTURE
TYPICAL CATCH BASIN
NTS
CI RING & COVER, SIMILAR TO US
6IPACTED SOIL
GRADE F
MAXIMUI
PREW
DESIGN
TYPICAL PRECAST STORM MANHOLE
NTS
JIM
iv Dewberry
Dewberry & Davis, Inc.
23M REXWOODS DRIVE
Sum 200
RAIEIGH, NC 27612
PHONE. [phone]
FAX [phone]
NC9ELS # F -M79
FINISHED
FINAL
BACKFILL
CONCRETE S1
COLLAR
INITIAL
4
BACKFILL
•f•
MINIMUM SIDE
#67 STONE
6"
O.D. OF PIPE
6"
CLEARANCE
WHEN ROCK IS
MAXIMUM SIDE
ENCOUNTERED
12"
O.D. OF PIPE
12"
CLEARANCE
NOTES:
I
SEEDED SLOPE VARIES SHOULDE ROADBED
(TYPICAL) t.DITCH
SOIL 3
fl 1:711
1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE
INSIDE FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL. SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON TRAFFIC AREAS.
5. ACHIEVE 80% COMPACTION IN NON TRAFFIC AREAS AND 95% IN TRAFFIC, AREAS.
6. NO BOULDERS 8" IN DIAMETER OR GREATER ALLOWED.
TRENCH BOTTOM DIMENSIONS & BACKFILLING REQUIREMENTS FOR RCP PIPES
NTS
9nl-n"
20'-0"
ACCESS DRIVE
6" COMPACTED ABC STONE
FABRIC
8'-fl"
ROADBED
TYPICAL ACCESS DRIVE SECTION
NTS
6 09/03/2010 REVISED PERMITTING PACKAGES
5 07/20/2010 REVISED PERMITTING PACKAGES
4 05/07/2010 PERMITTING PACKAGES
3 04/16/2010 FINAL RELEASE FOR BID AND PERMITTING
2 04/06/2010 95% CONSTRUCTION DOCUMENTS
1 03/18/2010 PRELIMINARY SUBMITTAL
NO. DATE REVISION
114 INCH PER FOOT (2%)
SLOPE (TYPICAL)
COMPACTED SOIL
��
a
w
0
U
I SEEDED SLOPES
(TYPICAL
DITCH
I
11 1
NOTES:
1. ALL CUT & FILL SLOPES SHALL BE GRADED TO A 3:1
HORIZONTAL TO VERTICAL SLOPE OR FLATTER UNLESS
OTHERWISE NOTED ON THE GRADING PLAN.
2. ALL SLOPES AND DITCHES SHALL BE SEEDED & MULCHED
UNLESS OTHERWISE NOTED ON THE GRADING PLAN.
Progress Energy
Progress Energy Carolinas, Inc. Raleigh, NC
FVR
SFP
TFB
RAMSEUR 115/24 KV SUBSTATION
DETAILS
LOCATION RANDOLPH COUNTY, NORTH CAROLINA
SCALE N/A SCALE RATIO 1:1
DRAWN FVR CHK. SFP APP. TFB
DATE 09/03/10 DWG. NO. RDC-56524 SHT 12 OF 14
FVR
SFP
TFB
FVR
FVR
SFP
SFP
TFB
TFB
FVR
SFP
TFB
FVR
SFP
TFB
BY
CK.
APP.
T

PRUNE PROPORTIONALLY TO
COMPENSATE FOR REDUCTION
OF ROOTS AND TO PROMOTE
NATURAL CHARACTER OF GROWTH
SHURBS SHALL BEAR SAME
RELATIONSHIP TO FINISHED
GRADE AS PREVIOUS
EXISTING GRADE
CUT & REMOVE BURLAP
FROM TOP 113 OF ROOT
BALL
3" THK. MULCH LAYER 6" MIN. FORM 2" DEEP SAUCER
HAND TAMPED \� \ ' °
i
PLANTING MIXTURE \ D O
APPROVED BACKFILL -• � ' ' ' - � � - - •
o o . MIXTURE TO BE TAMPED
(SEE SPECS)
- 1I2 LB. 10-10-10 FERTILIZER
`� � / fSUBSOIL BROKEN WITH PICK
PER CU. YD. OF BACKFILL VARIES
/ TWICE ROOT BALL SIZE ti < \
TYPICAL SHRUB INSTALLATION DETAIL
_ us X
iw �\
r
F44S4"�` s
01 \
(37) INKB RRY, 4' O.C.
FOR SCREENING
e-�
I
ENGINEERED FILTER STRIP
SEE SHEEN FQR�MTAIL
[
NOTES.
1. ALL PLANT MATERIAL AND PLANTING BEDS SHALL BE LOCATED BY SCALED DIMENSIONS FROM CURBS, PAVEMENTS, ETC.
LOCATION OF ALL PLANTS SHALL BE REVIEWED BY PROGRESS ENERGY CAROLINAS, INC. PRIOR TO INSTALLATION.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO
ANY EXCAVATION OR PLANTING AND SHALL BE RESPONSIBLE FOR THEIR REPAIR OR PAY FOR ALL DAMAGES MADE TO
UNDERGROUND UTILITIES.
3. THE CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES.
4. PROGRESS ENERGY CAROLINAS, INC. SHALL BE NOTIFIED IN WRITING OF ANY PROPOSED PLANT SUBSTITUTIONS BY THE
CONTRACTOR. NO SUBSTITUTIONS SHALL BE MADE UNDER ANY CIRCUMSTANCES WITHOUT THE APPROVAL OF.PROGRESS
ENERGY CAROLINAS, INC.
5. THE CONTRACTOR SHALL RESTORE THE DISTURBED AREAS TO EXISTING GRADE UNLESS OTHERWISE NOTED ON THE DRAWINGS.
6. A PRE -EMERGENT HERBICIDE SHALL BE APPLIED TO ALL PLANTING BEDS IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
7. ALL PLANTS, BEDS, SAUCERS, AND AREAS DESIGNATED TO BE MULCHED SHALL BE MULCHED WITH A MINIMUM OF 3-4 INCHES OF
DOUBLE SHREDDED HARDWOOD MULCH.
8. PLANTING BEDS AND SAUCERS SHALL BE EDGED TO PROVIDE A 2" TO 3" DEEP "V" CUT ALONG THE BORDER WITH SODDED OR
SEEDED AREAS.
9. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING PLANTING.
10, GUYING SHALL BE REMOVED AFTER ONE FULL GROWING SEASON.
11. THE CONTRACTOR SHALL INSTALL ALL LANDSCAPING IN ACCORDANCE WITH THE DETAIL SHOWN ON THIS SHEET UNLESS
ALTERNATIVE METHODS OR PRACTICES ARE REVIEWED AND ACCEPTED BY PROGRESS ENERGY CAROLINAS, INC.
12. NATIVE SOIL SHALL NOT BE USED AS BACKFILL FOR THE LANDSCAPE INSTALLATION BUT IS ACCEPTABLE FOR CONSTRUCTION OF
REQUIRED SAUCERS AROUND PLANTS. THE REMAINDER OF UNUSED NATIVE SOIL SHALL BE HANDLED ACCORDING TO THE
SPECIFICATIONS. BACKFILL MATERIAL FOR LANDSCAPE INSTALLATION SHALL BE A BLEND SOIL MATERIAL AND SHALL CONSIST OF
k :, r! 1__,IJ''y 40% COMPOST, 35% SAND, AND 25°/o CLAY. THE SAND SHALL BE OBTAINED FROM A SAND QUARRY AND FREE OF ALL VIABLE
i r_. �r WEED SEED. OTHER CONDITIONS OF THE BACKFILL USED FOR LANDSCAPE INSTALLATION SHALL BE AS FOLLOWS:
0ILJ1 E _ ___ _— CL
dINJ , C
r� ` t, L'- f _tl pt ipP 3s [ MAXIMUM SOLUBLE SALTS: 330 PPM
{ LIMITS OF CON TRUCTION, tYP. �t RELATIVE DENSITY: 25%-50%
t 60 � �`� � � � LOOSE RELATIVE PERMEABILITY: 2.5-10 INIHR
P I I I I EXISTING BASELINE
i \ ►-- I — "i PLASTIC INDEX, 4-10 PH RANGE: 6.0-6.8
PPS t � tv �0
BACKFILL MATERIAL USED FOR LANDSCAPE INSTALLATION SHALL BE TESTED AND TEST RESULTS SHALL BE FURNISHED TO
PROGRESS ENERGY CAROLINAS, INC. FOR APPROVAL PRIOR TO USE.
- OHL L-
r
PPLO
P-6, REMOVE EXISTING
.-•, �� . � ; � �\ � tom- CPP PIPE AND REPLACE
f I ; WITH RCP
a
60 g
• w Mills
- �? 1
" �i■
`QXP
I 15' WIDE ACCESS
DRIVE, COMPACT
GROUND TO �95% 5 �-
I
DRY POyU SEE 6 4
SHEET 12 FOR
f DETAIL
xx. xxx
..j Co CDC
�... 2 * i'i...f8
SPRE�,
P>7=`RT LEV I
SEE SHEET 10 FOR
IL 8� ELEVATIONS
k
561 -
562
663
1 5"•v, — 6 •�
P-5
563 P-4
O 7 562
~ 5&1
_ FES-6
DRY POND
OUTLET, SEE
SHEET 12-
FOR DETAIL "`� �
561
r-.- _ 562
564
DIP SANITA ', v
MH-3 _ _ P-2t�
Ep
DHE — _--
V�j
WA E` I `rp "uf F ENCE -
NA T E R Q� f �,
ewberry
Dewberry & Davis, Inc.
23M REXWOODS DRIVE
SUITE 200
RALEIGH, NC 27612
PHONE: [phone]
FAX: [phone]
NCBELS # F-0679
PLANT LIST
QTY. BOTANICAL NAME COMMON NAME HEIGHT AT INSTALLATION ROOT
106
ILEX CRENATA'SKY PENCIL'
SKY PENCIL JAPANESE HOLLY
24"-30"
3 GAL.
37
ILEX GLABRA
INKBERRY HOLLY
24"-30"
5 GAL.
21
MYRICA PENSYLVANICA
NORTHERN WAX MYRTLE
36"
7 GAL
pp 29
UGE CHAIN LINK 1 F E°_N1C 4 PF 28
•1] — 4 '
—0.5% t E _._.__ w 0 H I- P P 47
`__.�
Ln �) H --- _ - ` - ¢ t C !Jet[ POLE
Tt' OH`'g
f pp RP 45 k
t I kCn
i f • 36r [ It F. p r
; % 1 ; �d a- i ! 3 2 , U, I ', t ME 7 AL
------------------
-4—- #=P GAIN LINK FENCE
_.__ — —
i '� — — EAST%WES
0 NV
OHEt
jam{, 1 \ � . � FF�y�'� `,•_. � } .,�..,(���;_«....._».-.w_M.._,_..........;�....--._�,w_._..._•__""_�"___
CD
6 '.••.` t LIMITS OF CONSTRUCTION, TYP.
LLJ
IV
eONt ;7-1
CA
t (21) NORTHERN WAX MYRTLE,
5' O.C. FOR SCREENING
ED Q TO (BY OTHERS) \ i
GAIL GATE
P-1
CB-1 I POST 0 S T
------ -
co
Cp
CB-2 I I -_ EX. SS � � .. A/ �, ��iP ,��i � AY SEWER
MANHOLE 6 X 11
s�. -fir _ � j+�
-- P �-' ; f'1 � t� r L; \ "' •'-^- -..._ � � �"�f�' ._.... _� ...�..� .5 "aa� ,�.�""�"' '�.'.. F _ ,�...,..,...,.'.-,: � . .._..,....;.,� I"T b+��i � .--�..4 ...,�...—,�.._---•.•..,
Ef;
_A
n!OVEN._.-,. IRE F E�N Ls � -_,M_ � � \ �,� r I (�I �� {,'� .-•-•-�y'i \ � Y "�/`•�..,._ �� r--',� ,....»..� , /"W""... r'�'� �"---•.� � ; iJ �'
RE
`y
(45) SKY PENCIL HOLLY, f LIMITS OF C0NSTRUCTI6N,TYP.
T O.C. FOR SCREENING /
N' (61 ) SK� PENCIL HOLLY,
! T O.C. FOR SCREENING
PERMANENT BAFFLE, SEE 5 07/20/2010 REVISED PERMITTING PACKAGES
�SHEET 12FOR DETAIL. GRAPHIC SCALE 4 05/07/2010 PERMITTING PACKAGES
20 0 10 20 40 80 3 04/16/2010 FINAL RELEASE FOR BID AND PERMITTING
;Jm— 2 04/06/2010 95% CONSTRUCTION DOCUMENTS
( IN FEET) 1 03/18/2010 PRELIMINARY SUBMITTAL
1 inch = 20 ft.
N0. DATE REVISION
t
9
i GATE
' POST
RA4VEL
i DRIVE Ji
POST
III
I1
I
�l
1
11;
Ex. sIQ. —.-
MANHOLE A
to Progress Energy
Progress Energy Carolinas, Inc. Raleigh, NC
j
RAMSEUR 115/24 KV SUBSTATION
LANDSCAPE PLAN & DETAILS
,
FVR
SFP
TFB
FVR
SFP
TFB
FVR
SFP
TFB
LOCATION RANDOLPH COUNTY. NORTH CAROLINA
SCALE V = 20' SCALE RATIO 1:1
DRAWN FVR CHK. SFP APP. TFB
DATE 07/20/10 DWG. NO. RDC-56524 8HT 13 OF 13
FVR
SFP
TFB
FVR
SFP
TFB
BY
CK.
APP.
t., IT h- 31,
�� 'r� J ►,� 4 �. ,1�«-,t�xia�, .l.dti.�...,r... .,1,..'-! �. ,! .t, 1�� �1 L i;St: ;.I4�
' .�. ! . .. ,- ,! f !. .�; , .^,t u�l,. ',•Hw Y rr,-. r'a!fp. }c'er v'�i 1ri��'

N /' F
;E_ 1_ E7NNi�=L � f°ENE HEADE ti .r ~� AtF''e
PIN- 87102-7f')-(J-109
D.B. 1"_ 3 PC. 4 10
NIED� RA
4 LL
lr
y % `
TEMPORARY SILT FENCE,
I I EMOVE THIS SECTION 0 ,
IMMEDIATELY AFTER
�DISSIPATOR PAp IS INSTALLED -
PERMANENT RIP �•�' ' ' ' ' ' ' ' ' `
LIMITS OF CONSTRUCTION
TEMPORARY SILT FENCE SF
- TEMPORARY CATCH BASIN PROTECTION
RIP RAP DISSIPATOR PAD/OUTLET PROTE ;`'ION j�4 �.-
TEMPORARY SILT FENCE OUTLET,,
DIRECTION OF FLOW
N/ F
I V i 1-'i{ 1 t_ i•_ N E.._ W
P i N : 8 7 0 2 - 15680,2
D.r. 1610,6 ,),;, f' 0 r
CHAIN
[-INK F ^ rC
-
_
+� , •� __--�,.'m- .._>m.......,...�r.-...�
.-,_.-.e..-�: � _'�"a'"`.."'e.."--.�+.
I
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'IRAP, DISSIPATOR STABILIZEQ
1--�-PAQA, SEED-� SILT FENqE
!SHEET 10 FOR
DETAIL-- �"
w - -- 4"
I
,
i
ENGINEERED FILTER STRIP
SEE SHEET 11 FOItDETAIL
I
RIP RAP FF p RELAY;--SEE-
SHEET 11
FOR DETAIL
15' WIDE ACCESS
DRIVE, COMPACT
GROUND TO 95%
AND SEED -�
U-
DRY POND, SEE
SHEET 13 FOR I
DETAIL <
<
I
60
11�
f_
■
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3
T F(W
CIE SHEET
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\
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I PERMANENT LEVEL,
,
SPREADER,
SEE SHEET 11 FOR
IL & ELEVATIONS
SF
pp
f
F
5fi1
562
�✓ �'
_WA
�-- 562
... 56.1
-�
FES-6 ---r
DRY POND
OUTLET, SEE
SHEET 13-
FOR DETAIL
001
%3vf.
5"
13 DIP SANITA ,Y SE,
MH-3 i P_2
E 156" r I 566.0
TEMPQRARY_SKIMMER, _-------- I V
SE tHEET ..F 158TAIL �' 2 � � R C u � I:�
K;-IEAD EL-EG- r"A
I I srC
TEMPORARY BAFFLES, ,fir a j- c ' ' �
SEE CONSTRUCTION M LE T E R < I
SPECIFICATIONS ON SHEET 13
Dewberry
Dewberry & Davis, Inc.
2301 REXWOODS DRIVE
SURE 200
RALEIGH, NC 27612
PHONE: 919.W.9939
FAX 919-M-9923
NCBELS # F-W79
y rF ;
ik-
OF CON TRUCTION TYP
NOTES:
1. DISTURBED AREA =1.52 ACRES
2. SEE SHEET 2 FOR EXISTING CONDITIONS.
3. CONTRACTOR SHALL INSTALL ALL MEASURES NECESSARY
FOR EROSION AND SEDIMENT CONTROL,
4. CONTRACTOR SHALL MAINTAIN EROSION AND SEDIMENT
CONTROL MEASURES IN ACCORDANCE WITH THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL.
5. CONTRACTOR SHALL RESTORE THE DISTURBED AREA TO
EXISTING GRADE UNLESS OTHERWISE NOTED ON DRAWINGS.
CONTRACTOR SHALL SEED AND MULCH ALL AREAS NOT
RECEIVING STONE.
6. CONTRACTOR SHALL INSTALL JUTE OR EXCELSIOR MATTING
ON ALL SLOPES 3:1 OR STEEPER.
7. SEE SHEET 9 FOR EROSION AND SEDIMENT CONTROL
SEQUENCE AND SEEDING SCHEDULE.
PIPE NO.
PATH _
TO FROM
i SIZE
(INCHES)
LENGTH
(FEET)
PIPE
INV OUT INV IN
SLOPE (%)
MATERIAL
P-1
CB-1 CB-2
18
121
557.03 556.42
0.5
RCP
P-2
CB-2 MH-3
18
112
556.22 555.66
0.5
RCP
P-3
MH-3 FES-4
18
156
555.46 555.00
0.3
RCP
P-4
CB-5 FES-6
15
22
561.03 561.00
0.15
RCP
P-5
w
OS-7 FOREBAY
12
29
561.00 560.85
0.5
DIP
P•$
12
45
564.9 562.6
5.1
RCP
0
PERMANENT DIVERSIO L 2,,.,
I
({ �/ ;
LINE WITH CLASS B RIP RAP, PEk, i' `-,
i
EXISTING BASELINE
- TEMPORARY SILT FENCE,
'SHEET 9 FOR DETAIL
\.
SEE SHEET 10 FOR DETAIL
j \
SF
--
SF
SF
' r
P-G, REMOVE EXISTING
CPP PIPE AND REPLACE
WITH RCP • r� -x • _t
� .�
-
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4,
to
qua
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r
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LEGEND
CB = CATCH BASIN
P = PIPE
MH : STORM MANHOLE
FES = FLARED END SECTION
OS = OUTLET STRUCTURE
_ [ - EQGEOFGRADE
�POWIANENT WEFtSION
r�i car," CHANNEL 1, SEESHEEfL. _�_..w i ltii I r ,
COD
�3 j
' 1 __r-i--^--� --- --- f . .. .ti
i in I FOR DETAIL i' : ' ;- __ __ .
Ilk
I ! ,
r......,........... , ;E' -�,'tE I`
- -- - E' - ' - u. i + EASTf W S- BASELINE
- +
v I _ L+�
...
TEMPORARY ONSTRUCTIC) l`! '`try _ - =-« - '
ENTRANCE, SEE SHE F,OR
nJ _ `� LIMITS OF CONSTRUCTION, TYP.
Q0 mot`-
Jrr''
i
CA =-•-=--- \ -'
STRUC,
TOP ELEV.
CB-1
561.50
CB-2
562.50
MH-3
566.00
FES - 4
--
CB-5
563.00
FES-6
-
OS-7
561.00
FES-8
PERMANENT RIP
D ��
-�v #
`�`
�M� TEMPORARY CONST,,,r(UCTION
RAP DISSIPATOR
'` �-
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�.
ENTRANCE, SEE SHEL7 9 FOR 9 -
PAD 2. SEE SHEEN
11
EDCE,\b f STONE (BY OTHERS)
,
DETAIL
_
10 FOR DETAIL
,
a 8'�
$`�" .� "
P-1
� CB-1
TEMPORARY CATCH BASIN;-�
PROTECTION Tl(P SEE
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•"°` ' 1' \ SHEET 9 FOR DETAIL : �(+� �i
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----.-.._. I i _
0 4 t Li V F iN W F E N i i C �. L LE � � r -y j � . .4 l "V OUTT�.561-:%
�` LINE EA BETWEEN EX-1 S" OUTFALL
�=- UTILIZE PERM4IENT POND 1 r-
-4[ NEW'CATCH BASIN WITH CLASS\B RIP RAP
FOR SEDIMENftTORAGE
, SEE ` rr D
SHEET 13 FOR DETAILS ON TRANSITION r; 9 03/16/11 PERMIT DRAWING REVISI.;INS
FROM SEDIMENT STORAGE TO DRY POND " LIMITS OF?CONSTRUCTIf3N, iYP. E r
8 12/13/10 REVISED PERMITTING PAC:'AGES
j
7 12/03/10 REVISED PERMITTING PAC:AGES
6 09/03/2010 REVISED PERMITTING PA0 AGES
5 07/20/2010 REVISED PERMITTINGW PACK ALES
PERMANENT BAFFLE, SEE _
SHEET 13 FOR DETAIL. GRAPHIC SCALE 4 05/07/2010 PERMITTING PACKAGE.`?
20 0 10 20 40 so 3 04/16/2010 FINAL RELEASE FOR BID AND. [FRMITTING
2 04/06/2010 95% CONSTRUCTION DOCUNEN T S
( IN FEET) 1 03/18/2010 PRELIMINARY SUBMIT T iii-
1 inch = 20 it. N0. I DATE REVISION
6
a �
FVR SFP TFB Progress Energy
FVR SFP TFB Progress Energy Carolinas, Inc. Raleigh, NC
FVR SFP TFB
FVRI SFP TFB RAMSEUR 115/24 KV SUBSTATION
FVR SFP TFB PHASE II EROSION CONTROL PLAN
FVR SFP TFB
FVR SFP TFB LOCATION RANDOLPH COUNTY, NORTH CAROLINA
FVR SFP TFB SCALE V = 20' SCALE RATIO 1:1
FVR SFP TFB DRAWN FVR CHK. SFP APP. TFB
BY CK. APP. DATE 03/16/11. DWG. NO. RDC-56524 SHT 7 OF 14
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