20190046 Ver 1_Construction Drawings_20190108

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IRBY PEARCE AL
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PIN: 185092084
REID: 0091467 \
USE: AGRICULTURAL
ZONED: R&PUD
AREA OF IMPACT FOCUS
##### #####
##### #####
REV.N0.1 DESCRIPTIONS
REVISIONS
1 WFINV LLC
I DB 16732 PG 2366 WFINV LLC
\ PIN: 1850950449 / DB 16667 PG 2081 \
REID: 0010865 PIN: 1860045778 /
\ USE: RESIDENTIAL REID:0002811 I
ZONING: R&PUD _ USE: VACANT
— ZONED: R&PUD
\ I / \I / EX. POND
CULVERT CROSSING
DONALD JONES
DB 2657 PG 353
PIN: 1850931255
REID: 0105861
USE: AGRICULTURAL
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`— — — — — KIRBY PEARCE ET AL
9993226
DB 15950 PG 2400
PIN: 1850920844
REID: 0091467
USE: AGRICULTURAL
ZONED: R&PUD
NOTE:
1. DISTURBED AREA REPLACED WITH RIP RAP TO BE PLACED FLUSH WITH EXISTING STREAM BED
KNOW WHAT IS BELOW
CALL BEFORE YOU DIG
120' 0' 120' 240'
1"=120'
PRELIMINARY
NOT RELEASED
FOR CONSTRUCTION
10/30/2018
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Date: 10/30/2018
Project Number: 170348
SHEET
EX -01

RIP RAP AND LEVEL SPREADER DEVICE
##### #####
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RIP RAP AND LEVEL SPREADER DEVICE
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DESCRIPTIONS
REVISIONS
DONALD JONES
KIRBY PEARCE ET AL DB 2657 PG 353 \ AERIAL STREAM CROSSING
DB 15950 PG 2400
PIN: 1850931255
PIN: 1850920844 REID:0105861 1
USEEAGR CUL 467 UAGRICULTURAL
AGRICULTURAL ZONED:R&PUD
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8" PVC SEWER MAIN
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RIP RAP AND LEVEL SPREADER DEVICE
I
IPIER IMPACTS (5' OFFSET TYP.)
30' CITY OF RALEIGH
PUBLIC SEWER EASEMENT
1 �
ZONE 1 GRADING FILL IMPACT = 6,199 SF (0.14 ACRES)
ZONE 2 GRADING FILL IMPACT = 3,986 SF (0.09 ACRES)
ZONE 1 SEWER IMPACT = 363 SF (0.008 ACRES)
(THIS AREA WILL BE RETURNED TO EXISTING GRADE VIA RIP RAP)
ZONE 2 SEWER IMPACT = 155 SF (0.003 ACRES)
(THIS AREA WILL BE RETURNED TO EXISTING GRADE VIA RIP RAP)
NOTE:
1. DISTURBED AREA REPLACED WITH RIP RAP TO BE PLACED FLUSH WITH EXISTING STREAM BED
SEE EXH-04 — CIITY OF RALEIGH 45 FT. PIER SPAN MAX. ALLOW.
0
KNOW WHAT IS BELOW
CALL BEFORE YOU DIG
STREAM IMPACT LENGTHS
ROADWAY FILL &CULVERT 104.3 FT
ROADWAY CULVERT RIP RAP 30 FT
SEWER SUBSURFACE TRENCHING 10 FT
120' 0' 120' 240'
1"=120'
TOTAL 1 144.3 FT
PRELIMINARY
NOT RELEASED
FOR CONSTRUCTION
10/30/2018
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Date:
10/30/2018
Project Number: 170348
SHEET
EX -02

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ZONE 2 GRADING FILL IMPACT = 3,986 SF (0.09 ACRES)
Date: 10130/2018
##### ##### ##### ,
PRELIMINARY Project Number: 170348
® 120' 0' 120' 240' NOT RELEASED SHEET
KNOW WHAT IS BELOW 1"=120' FOR CONSTRUCTION EX-02
CALL BEFORE YOU DIG
REV.N0. DESCRIPTIONS
10/30/2018
REVISIONS

PILE SUPPORTED PIER
SEE DWG S-15 & S-16
AND NOTE 3 CLASS I
RIP -RAP SLOPE MANHOLE, TYP
DIP CARRIER PIPE WITH PROTECTION, TYP
RESTRAINED JOINT FITTINGS
CONCRETE PIER
BETWEEN MANHOLES
(SEE NOTE 4) EXTEND RIP -RAP 2'-0" SEE DWG U-14 3
AND NOTE 3
PAST WATER LINE, TYP
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EDGE OF WATER
SEE DWG S-18 8'
8' FOR SUPPORTS TYP
PLACED IN STREAM
NOTES: TYP
1. RIP RAP FOR SLOPE PROTECTION SHALL BE CLASS I RIP
RAP IN ACCORDANCE WITH SECTION 868 OF THE NORTH 4 WHERE DUCTILE IRON PIPE IS USED FOR CARRIER PIPE,
CAROLINA DEPARTMENT OF TRANSPORTATION'S "STANDARD DUCTILE IRON CARRIER PIPE SHALL BE INSTALLED
SPECIFICATIONS FOR ROADS AND BRIDGES". UTILIZING 2 PIPE ALIGNMENT GUIDES PER JOINT ONE
RIP RAP SHALL BE PLACED IN ACCORDANCE WITH DRAWING BELL AND SPIGOT ENDS.
868.01 OF THE NORTH CAROLINA DEPARTMENT OF
2. TRANSPORTATION'S "ROADWAY STANDARD DRAWINGS". FOURTH OF THE PIPE JOINT LENGTH IN FROM BOTH THE
SUPPORT TYPE FOR PIERS SHALL BE DETERMINED BY
ENGINEER BASED ON SUBGRADE CONDITIONS AT SITE. SEE
DRAWING S-14 FOR SUBGRADE PARAMETERS FOR EACH
TYPE OF FOUNDATION.
3.
1 AERIAL PIPECROSSING PLAN
Scale: N.T.S.
VARIES
2'-0" 6'-0" MAXIMUM PIPE SPAN MANHOLE, TYP
TYP MIN SEE ATTACHED TABLE
4'-O„ CLASS I ANCHOR BOLTS & STRAPS
TYP STEEL
ANCHORIBOLTS &EL
RIP -RAP SLOPE
I \.x�;, _ STRAPS PROTECTION, TYP
STEEL CASING PIPE
PILE SUPPORTED PIER
SEE DWG S-16
AND NOTE 3
CREEK CHANNEL
OR FLOOD PLAIN -
3 -0" MIN FROM
BOTTOM OF CREEK
OR FLOOD PLAIN
-DIP CARRIER PIPE WITH
RESTRAINED JOINT FITTINGS
BETWEEN MANHOLES
- CONCRETE PIER
SEE DWG S-14
CARRIER PIPE, DIP DIAMETER (IN.)
CASING PIPE, STEEL DIAMETER (IN.)
MINIMUM CASING PIPE WALL THICKNESS (IN.)
ALLOWABLE SPAN (FT.)
8
16
0.3750
45
NOTES:
1 . STEEL PIPE SHALL BE EITHER SPIRAL WELDED OR SMOOTH WALL SEAMLESS WITH A MINIMUM YIELD STRENGTH OF
35,000 PSI. PAINTING AND LINING SHALL BE AS REQUIRED BY THE CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK.
2. DUCTILE IRON PIPE SHALL BE SUPPORTED WITH TWO SPIDERS AT EVERY JOINT WITHIN THE CASING PIPE USING APPROVED
PIPE ALIGNMENT GUIDE. SEE DRAWING S-39. ALL JOINTS SHALL BE RESTRAINED JOINT. SEE NOTE 2, DWG S-10.
3. SUPPORT TYPE FOR PIERS SHALL BE DETERMINED BY ENGINEER BASED ON SUBGRADE CONDITIONS AT SITE. SEE
DRAWING S-14 FOR SUBGRADE PARAMETERS FOR EACH TYPE OF FOUNDATION. SEE DRAWING S-19 FOR SUPPORTS PLACED
WITHIN STREAM.
4. BOTTOM OF PIPE TO BE AT A MINIMUM OF 1' ABOVE THE 25 YEAR FLOOD ELEVATION.
AERIAL PIPE CROSSING ELEVATION
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STREAM CROSSING
DESCRIPTIONS
REVISIONS
Scale: N.T.S.
PIPE DIAMETER
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NOTES:
1. CONCRETE SHALL BE 3,000 P.S.I.
2. CONCRETE ENCASEMENT NOT REQUIRED WHEN PIPE IS AT
LEAST 3 FEET UNDER CENTERLINE OF CREEK BOTTOM.
Scale: N.T.S.
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HP12x53 STEEL PILE
LA 12
18" F 18"
NOTES: E
1. PILE SUPPORTED PIER FOUNDATION DESIGN SHOWN ON THIS DETAIL IS BASED ON THE FOLLOWING PARAMETERS:
MINIMUM CAPACITY OF HP12x53 PILE = 30 TONS
CONCRETE COMPRESSIVE STRENGTH = 4000 PSI
GRADE 60 REINFORCING STEEL
MAXIMUM STREAM VELOCITY = 10 FT/SEC
2. IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM THESE PARAMETERS, THE FOUNDATION DESIGN SHALL BE REVIEWED BY THE ENGINEER.
3. LENGTH OF PILES SHALL BE AS REQUIRED TO DEVELOP 30 TON CAPACITY BY EITHER END BEARING, FRICTION OR A COMBINATION OF END BEARING AND FRICTION.
AS A MINIMUM, PILES SHALL BE DRIVEN AT LEAST 15 FEET INTO UNDISTURBED SOIL.
4. TWELVE -INCH AND FOURTEEN -INCH WIDE PIERS SHALL BE REINFORCED WITH #5 BARS AT 12 INCHES OC IN EACH DIRECTION ON EACH FACE. EIGHTEEN -INCH
WIDE PIERS SHALL BE REINFORCED WITH #7 BARS AT 12 INCHES OC IN EACH DIRECTION ON EACH FACE. FOOTINGS SHALL BE REINFORCED TYPICALLY TO PIERS.
5. EIGHTEEN -INCH WIDE PIERS SHALL REQUIRE TWO STRAPS OVER THE PIPE INSTEAD OF ONE (AS SHOWN).
6. WHEN CONCRETE SUPPORTS ARE REQUIRED TO BE LOCATED WITHIN A STREAM AND ARE NOT COVERED WITH BACKFILL, SEE SECTION ABOVE FOR COLUMN
MODIFICATION.
AERIAL STREAM CROSSING PILE SUPPORTED PIER
60 60 120
1 "=60'
Scale: N.T.S.
DUCTILE IRON PIPE
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AN BUFFER
AN BUFFER
5.0
GEOTEXTILE FABRIC
FOR DRAINAGE
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REQUIREMENTS
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NOTES: Project Engineer: TSS
1. MAINTAIN ORIGINAL CONTOURS IN STREAMBED AND BANKS.
2. FACE OF PROPOSED RIPRAP BANK TO MATCH EXISTING CONTOURS OF STREAMBANKS. Designed By: LEG
3. RIPRAP MUST BE KEYED INTO THE GROUND AND THE ORIGINAL CONTOURS SHALL BE
MAINTAINED AS PER U.S. ARMY CORPS OF ENGINEERS. Drawn By: LEG
Checked By: TSS
STREAM BANK RESTORATION Scale: 1"=60'
KNOW WHAT IS BELOW
CALL BEFORE YOU DIG
Scale: N.T.S.
PRELIMINARY
NOT RELEASED
FOR CONSTRUCTION
10/30/2018
Date: 10/30/2018
Project Number: 170348
SHEET
EX -04
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CENTER PIPE UNDER CHANNEL
NOTES: Project Engineer: TSS
1. MAINTAIN ORIGINAL CONTOURS IN STREAMBED AND BANKS.
2. FACE OF PROPOSED RIPRAP BANK TO MATCH EXISTING CONTOURS OF STREAMBANKS. Designed By: LEG
3. RIPRAP MUST BE KEYED INTO THE GROUND AND THE ORIGINAL CONTOURS SHALL BE
MAINTAINED AS PER U.S. ARMY CORPS OF ENGINEERS. Drawn By: LEG
Checked By: TSS
STREAM BANK RESTORATION Scale: 1"=60'
KNOW WHAT IS BELOW
CALL BEFORE YOU DIG
Scale: N.T.S.
PRELIMINARY
NOT RELEASED
FOR CONSTRUCTION
10/30/2018
Date: 10/30/2018
Project Number: 170348
SHEET
EX -04