20150746 Ver 1_More Info Received_20150803

Strickland, Bev
From: Anna Reusche < areusche @anglerenvironmental.com>
Sent: Monday, August 03, 2015 9:50 AM
To: Strickland, Bev
Subject: RE: DWR# 150746 - Valley Springs Sewer Outfall
Attachments: 2015.07.06-Sewer Outfall.pdf, Impact Map_REV_072315.pdf
Anna Reusche, PWS
u liir� a irr��::u gall Il: iron e� A 11Manager
Angler Environmental
613 Poole Drive
Garner, North Carolina 27529
P 1919.615.0301 C 1919.816.7745
ANUER
.....
From: Strickland, Bev (mailto :bev.strickland @ncdenr.eovj
Sent: Monday, August 03, 2015 9:23 AM
To: Anna Reusche < areusche @anelerenvironmental.com>
Subject: DWR# 150746 - Valley Springs Sewer Outfall
Good Morning,
Could you please send me a pdf copy of the site plans submitted for the above project?
Thanks
Bev
Beveody Storlisllldarm , faserflidlma rniirmlistoratc°)r
NCDENR - Division of Water Resources
Physical: Suite 1219, 512 N Salisbury, NC
Mailing: Mail Service Center 1617, Raleigh, NC 27699 -1617
Phone# 919 - 707 -8789
Email Address: [e-mail]
1

Existing maintained
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® 50 25 0 50
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Legend
- Temporary Stream Impacts
F�q Permanent Wetland Impacts
Stream Limits
Zone I Permanent Buffer Disturbance
® Zone 2 Permanent Buffer Disturbance
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Neu5e Buffer - Zone I
Neu5e Buffer - Zone 2
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30' easement Temporary Stream Impact �.
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CONSULTANT:
101M10:1 IN, lei 10 MIA :ZU[CIAW_Ail, I RIM- Aa4_1dy:IN 9*0 9,91:40
immmIA. AA
STEWART
101 West Main Street FIRM LICENSE #: C -1051
Durham, NC 27701 www.stewartinc.com
T 919.380.8750
CONTACT: ARIEL GAMBOA, PE
[e-mail]
APPLICANT:
PINPOINT PROPERTIES, LLC
5310 NC HIGHWAY, SUITE 101
DURHAM, NC 27713
ATTN: BRUCE KNOTT
PHONE (919) 544 - 0141
bknott @pinpointprop.com
PARCEL INFORMATION:
PIN: 0813 - 01 -27 - 6061
LOCATION: 3601 VALLEY SPRINGS RD
OWNER: LAKEFIELD FARM, LLC
OWNER ADDRESS: 2451 CROASDAILE FARM PARKWAY, SUITE 101
DURHAM, NC 27705
PIN: 0813 - 01 -28 -8143
ACREAGE: 10.73 AC
LOCATION: 3600 VALLEY SPRINGS RD
OWNER: LAKEFIELD FARM, LLC
OWNER ADDRESS: 2451 CROASDAILE FARM PARKWAY, SUITE 101
DURHAM, NC 27705
0 w
111011 z1101L
SUBDIVISION
CONSTRUCTION DOCUMENTS
FOR SEWER OUTFACE
JULY 6, 2015
VALLEY SPRINGS ROAD
Durham, North Carolina
VICINITY MAP
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MONT
VALLEY �\
\ SPRINGS
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INDEX OF DRAWINGS
C1.00 SANITARY SEWER OUTFALL PLAN & PROFILE
C2.00 SANITARY SEWER DETAILS
C2.10 AERIAL PIPE CROSSING DETAILS
PUBLIC WORKS CONDITIONS OF APPROVAL:
1. THE DESIGNING PROFESSIONAL (A NCPE, NCPLS OR NCRLA —AS
REQUIRED) SHALL SUBMIT 3 SETS OF CONSTRUCTION DRAWINGS TO
THE PUBLIC WORKS DEPARTMENT - DEVELOPMENT REVIEW FOR
REVIEW AND APPROVAL. CONSTRUCTION DRAWING APPROVAL IS
REQUIRED PRIOR TO COMMENCING CONSTRUCTION (SEE
CONSTRUCTION PLAN APPROVAL PROCESS). THE APPROVAL OF
CONSTRUCTION DRAWINGS IS SEPARATE FROM SITE PLAN APPROVAL.
CITY OFFICIALS SHALL REVIEW ALL SIZES, MATERIALS, SLOPES
LOCATIONS, EXTENSIONS AND DEPTHS FOR ALL PROPOSED UTILITIES
(WATERLINES, SANITARY SEWER LINES AND STORM DRAINAGE
CONVEYANCE SYSTEMS) FOR COMPLIANCE WITH ALL APPLICABLE
REGULATORY STANDARDS, SPECIFICATIONS, AND BEST MANAGEMENT
PRACTICES.
2. THE DESIGNING PROFESSIONAL (A NCPE, NCPLS, OR NCRLA AS
REQUIRED) SHALL SUBMIT ONE (1) SET OF AS -BUILT DRAWINGS TO THE
PUBLIC WORKS DEPARTMENT - DEVELOPMENT REVIEW FOR REVIEW
AND APPROVAL. AS -BUILT DRAWING APPROVAL IS REQUIRED PRIOR
TO WATER METER INSTALLATION AND /OR SANITARY SEWER SERVICE
CONNECTION AND PRIOR TO ISSUANCE OF A CERTIFICATE OF
OCCUPANCY.
3. SEWER PERMIT REQUIRED AFTER CONSTRUCTION DRAWING
APPROVAL AND PRIOR TO COMMENCING WATER MAIN INSTALLATION.
4. AS -BUILT DRAWINGS SHALL BE APPROVED PRIOR TO WATER METER
AND SANITARY SEWER SERVICE CONNECTION INSTALLATIONS AND
PRIOR ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
PIN : 0813 -01 -27 -6061

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UTILITY NOTES
EXISTING 25' WD PUBLIC / 1. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF DURHAM PUBLIC UTILITIES AND
\ \ / CROSS CONNECTION CONTROL REGULATIONS AND STANDARDS.
PROP. TREE PROTECTION FENCE \ \\ \ \ \ \ SEWER EASEMENT
2. CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (TELEPHONE 1- 800 - 632 -4949) AT LEAST 48 HOURS
EXISTING 8" PVC SEWER PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
I \ \ \ �' CONTRACTOR TO CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES
PROP. 30' WIDE PUBLIC
SEWER EASEMENT \' \ / INDEPENDENT OF "NORTH CAROLINA ONE CALL ".
3. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON A STEWART
\ ��� 1Z / EX. MH 1 FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD
EXISTING PROPERTY LINE \ X 50 `� / ARIM ELEV = 433.44 CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO 101 WEST MAIN STREET FIRM LICENSE #: C -1051
A\\ DURHAM, NC 27701 www.stewartinc.com
�� +!t� �S� \ SS 6 +0 \ 1 INV IN = 425.87 THE OWNER'S REPRESENTATIVE IMMEDIATELY. T 919.380.8750 PROJECT #: C15032
0 \� T.INV OUT _ 425.41 \
o ` S.c- 6 +�� 4. WATER SERVICES SHALL BE %4' ". SERVICE LINES SHALL BE TYPE "K" COPPER TO THE METERS. SERVICE PAST
�, �- a �� �� 1010- 4 +0� a p c� 0 5�j �' ; ' 238 `ham \�`\ ' THE METERS SHALL ALSO BE TYPE K COPPER PIPE
_ +50 `�`�� 180 s� `��_ pVC lW 4 SS 7 +r
I i _ ' 34% �� �0 5. WATER METERS SHALL BE %" METERS WITH REDUCERS FOR 3/4' SERVICE PIPING. Client:
0 #00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 / ?� J �- `
III c I I ss I Is-- I Is I s4 I ssl - --f- - S3�- - - -4- s �,�� C `~ SSA 7+
3S SS `_ �/` 0 6. SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 PVC. CLEANOUTS SHALL BE SPACED NO MORE THAN 75
325 LF 8" PVC @ 6.36`,'0 / \� ` FEET APART. CLEANOUTS LOCATED IN PAVED AREAS SHALL BE HEAVY DUTY TRAFFIC RATED
SSMH -2 %�� X CONSTRUCTION.
•� �� �� �� �� -� n� RIM ELEV = 444.30 PINPOINT PROPERTIES, LLC.
FUTURE SANITARY \ / C ti4V IN = 436 77 / / �� 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND /OR RELOCATION OF ALL EXISTING 5310 NC HIGHWAY 55
SEWER MAIN ' I \ \ 1 8. INV OUT = 436.22 UTILITIES IN COORDINATION WITH THE APPROPRIATE UTILITY, AGENCY, OR COMPANY. SUITE 101
SSMH- \ - -'_ N SS 8. ELECTRIC, GAS, TELEPHONE, AND CABLE TV SERVICES ROUTING ARE NOT A PART OF THIS PLAN AND HAVE DURHAM, NC 27713
1 / RIM 43344 NOT BEEN DESIGNED TO DATE. T: 919.544.0141
' RIM ELEV = 463.00 SSMH 3J _ �/
INV OUT = 458.50 INV. IN 425.61
RIM ELEV = 443.50 EXISTING STREAM ��� INV oUT 425.41 9. RELATIONSHIP OF WATER MAINS TO SANITARY SEWER LOCATIONS:
' INV IN = 437.82
INV OUT = 437.62 A. LATERAL SEPARATION OF SEWERS AND WATER MAINS: WATER MAINS SHALL BE LAID AT LEAST 10 FEET
Ilk LATERALLY FROM EXISTING OR PROPOSED SEWERS UNLESS LOCAL CONDITIONS OR BARRIERS
475 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50
470
465
460
455
450
445
440
435
430
425
420
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3Ce" MIN FROM
\ FINISH GRADE
\ AERIAL CROSSING
- -- -- - ---
-------- - - - - --
180LF8 "DIP @0.50% -I /
35.82
55.68
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36" MIN F
FINISHIGI
1
128'16" STEEL PIPE ENCAS
MIN. THICKNESS 0.25"
6 +50 7 +00 7 +50 7 +75 475
I I 470
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SSMH -3
SSMH -2
8
180.00'
OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A
DIP
SSMH -4
SSMH -3
8
325.34'
DISTANCE OF AT LEAST 10 FEET ON EACH SIDE OF THE POINT OF CROSSING.
PVC
0 +00
0 +50
1 +00 1 +50
2 +00
2 +50
3 +00
3 +50
4 +00 4 +50
5 +00 5 +50
6 +00 6 +50
7 +00
7 +50 7 +75
a��
460
455
450
PREVENT A 10 FOOT LATERAL SEPARATION, IN WHICH CASE:
THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF THE WATER
TABLE
MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, OR
FROM
Project:
IF UNABLE TO MAINTAIN EITHER OF THESE SEPARATIONS BOTH LINES SHALL BE MADE OF DUCTILE IRON
Length *
FOR A MINIMUM OF 10 FEET BEYOND THE CROSSING WITH THE JOINT BEING CENTERED AT THE POINT OF
MATERIAL
INTERSECTION.
B. CROSSING A WATER MAIN OVER A SEWER MAIN:
VALLEY
WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER THE WATER MAIN SHALL BE
LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18" ABOVE THE TOP
EX. MH 1
OF THE SEWER MAIN, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN 18 INCH VERTICAL
238.38'
SEPARATION - IN WHICH CASE BOTH THE WATER MAIN AND THE SEWER MAIN SHALL BE CONSTRUCTED
SPRINGS
SSMH -3
SSMH -2
8
180.00'
OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A
DIP
SSMH -4
SSMH -3
8
325.34'
DISTANCE OF AT LEAST 10 FEET ON EACH SIDE OF THE POINT OF CROSSING.
PVC
C
SEWER
WHOENEIVER IT ISTN CESSARYDFOR A WATER MAI N. TO CROSS UNDER A SEWER, BOTH THE WATER MAIN
AND THE SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE
EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF AT LEAST 10 FEET ON EACH SIDE OF THE
POINT OF CROSSING.
OUTFALL
D. CROSSING A SEWER LINE OVER OR UNDER A STORM DRAIN:
WHENEVER IT IS NECESSARY FOR A SEWER LINE TO CROSS A STORM DRAIN PIPE, THE SEWER LINE
SHALL BE LAID AT SUCH AN ELEVATION THAT THE OUTSIDE OF THE SEWER LINE NEAREST TO THE
OUTSIDE OF THE STORM DRAIN PIPE SHALL MAINTAIN A 24 INCH CLEAR SEPARATION DISTANCE, OR THE
Vicinity map:
SEWER LINE SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE OR ENCASED IN EITHER CONCRETE OR
DUCTILE IRON PIPE FOR AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING.
10. SANITARY SEWER SERVICE TO BE SLOPED AT MINIMUM 2% FOR 4 -IN & 1% FOR 6 -IN.
11. ALL EASEMENTS SHALL REMAIN CLEAR FROM ANY CONSTRUCTION.
VALLEY
12. MAXIMUM 5:1 LONGITUDINAL SLOPE AND 10:1 CROSS SLOPES WITHIN ALL UTILITY EASEMENTS.
SPRINGS
I
13. HORIZONTAL WATERLINE BENDS ARE NOT SHOWN IN PLANS. CONTRACTOR IS TO DEFLECT PIPE DURING
! o
CONSTRUCTION.
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STRUCTURE TABLE
STRUCTURE NAME STRUCTURE RIM INVERT IN (FROM) INVERT OUT (TO)
�s
EX. MH 1 433.44 INV IN: 425.87 (SSMH -2) 8" PVC INV OUT: 425.41 () 8" PVC
SSMH -2 444.30 INV IN: 436.72 (SSMH -3) 8" DIP INV OUT: 436.22 (EX. MH 1) 8" PVC
Seal:
SSMH -3 443.50 INV IN: 437.82 (SSMH -4) 8" PVC INV OUT: 437.62 (SSMH -2) 8" DIP
SSMH -4 463.00 INV OUT: 458.50 (SSMH -3) 8" PVC
`��VtINIIHIINflrlpfr+Ii
:0l�d %���
440
UTILI'
-W-
-W-
435
-SS-
430 0
OCO
425
420
TY LEGEND
- EXISTING WATER LINE
- PROPOSED WATER LINE
EXISTING SANITARY SEWER LINE
- PROPOSED SANITARY SEWER LINE
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVE
EXISTING SANITARY SEWER MANHOLE
PROPOSED SANITARY SEWER MANHOLE
PROPOSED CLEANOUT
GRAPHIC SCALE CITY OF DURHAM
40 0 20 40 80 PUBLIC WORKS DEPARTMENT
APPROVED
1 in. = 40 ft. - HORIZONTAL ENGINEERING DATE:
1 in. = 4 ft. - VERTICAL STORMWATER DATE:
TRANSPORTATION DATE:
DATE:
DATE:
Issued for:
CONSTRUCTION
DOCUMENTS
No. Date Description
Qe
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U
0 20 40 80 NORTH
Scale: 1" = 40
Title:
PLAN & PROFILE
SEWER OUTFALL
Project number: C15032 Sheet:
Date: 07.06.15
Drawn by: MW C1 .00
Approved by: AG
PIPE
TABLE
FROM
TO
Size
Length *
Slope
MATERIAL
445
SSMH -2
EX. MH 1
8
238.38'
4.34%
PVC
SSMH -3
SSMH -2
8
180.00'
0.50%
DIP
SSMH -4
SSMH -3
8
325.34'
6.36%
PVC
440
UTILI'
-W-
-W-
435
-SS-
430 0
OCO
425
420
TY LEGEND
- EXISTING WATER LINE
- PROPOSED WATER LINE
EXISTING SANITARY SEWER LINE
- PROPOSED SANITARY SEWER LINE
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVE
EXISTING SANITARY SEWER MANHOLE
PROPOSED SANITARY SEWER MANHOLE
PROPOSED CLEANOUT
GRAPHIC SCALE CITY OF DURHAM
40 0 20 40 80 PUBLIC WORKS DEPARTMENT
APPROVED
1 in. = 40 ft. - HORIZONTAL ENGINEERING DATE:
1 in. = 4 ft. - VERTICAL STORMWATER DATE:
TRANSPORTATION DATE:
DATE:
DATE:
Issued for:
CONSTRUCTION
DOCUMENTS
No. Date Description
Qe
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0 20 40 80 NORTH
Scale: 1" = 40
Title:
PLAN & PROFILE
SEWER OUTFALL
Project number: C15032 Sheet:
Date: 07.06.15
Drawn by: MW C1 .00
Approved by: AG

SEE NOTE #9
i
2' THUR 4' CONE
SECTION AS REQUIRED
CONE TOP
SEE NOTE #3
SEE NOTE #4 - 16
1' THUR 6' RISER
SECTION AS REQUIRED
2' THUR 6' BASE
SECTION AS REQUIRED
E
8 "AT TOP
SEE NOTES
#3 & #12
� J
SEE NOTE #13
SEE NOTE #9
2' -0" DIA.
SEE NOTE #4
A�
ALTERNATE
SLAB TOP
NOTES
1. ALL PRE CAST CONCRETE MANHOLES SHALL CONFORM TO THE LATEST
REVISION OF ASTM C478.
2. CONCRETE SHALL BE 4000 PSI AT 28 DAYS MINIMUM.
3. STEEL REINFORCEMENT SHALL BE GRADE 40 BILLET STEEL CONFORMING
TO THE LATEST REVISION OF ASTM -A -185 FOR WALL REINFORCEMENT,
AND THE LATEST REVISION OF ASTM -A615 FOR THE BASE
REINFORCEMENT.
4. STANDARD JOINTS SHALL BE; SEALED WITH PUTTY TYPE PLASTIC
CEMENT PER FED. SPEC. SS -C -153 OR AN 0 -RING TYPE JOINT
CONFORMING TO THE LATEST REVISION OF ASTM -C443.
5. MANHOLE INLETS AND OUTLETS SHALL BE CAST IN PLACE FLEXIBLE
RUBBER SLEEVES BOOTS PER THE LATEST REVISION OF ASTM -C923.
6. INVERTS TO BE CONSTRUCTED OF BRICK WITH A CONCRETE BENCH.
7. THE MAXIMUM SEPARATION OR INVERT IN TO INVERT OUT WITHIN A
MANHOLE IS 0.50 FEET. WHEN THE SEPARATION IS GREATER THAN 0.5
FEET A DROP MANHOLE MUST BE USED.
8. MANHOLES GREATER THAN 20 FEET IN DEPTH (MEASURED FROM THE
RIM TO INVERT OF THE MANHOLE) SHALL HAVE AN INSIDE DIAMETER OF
5'. FOR SANITARY SEWER MAINS GREATER THAN 18" IN DIAMETER,
MANHOLES SHALL BE A MINIMUM OF 5' IN DIAMETER.
9. RIM ELEVATIONS SHALL BE AT GRADE IN STREETS & PARKING LOTS.
10. RIM ELEVATIONS ALONG OUTFALLS SHALL BE A MINIMUM OF 3' ABOVE
EXISTING GROUND ELEVATION. IF THE OUTFALL IS LOCATED WITHIN THE
FLOOD PLAIN, RIM ELEVATIONS SHALL BE 2' ABOVE THE 100 -YEAR
FLOOD ELEVATION (WHILE STILL MAINTAINING THE 3' ABOVE THE
EXISTING GROUND ELEVATION MINIMUM REQUIREMENT). THE 100 -YEAR
FLOOD ELEVATION SHALL BE NOTED ON THE CONSTRUCTION DRAWINGS.
11. DEPENDING UPON THE HEIGHT OF THE MANHOLE, THE CITY OF DURHAM
ENGINEERING DIVISION MAY REQUIRE FLAT MANHOLES, EXTERIOR STEPS
AND SAFETY BARS ON TOP OF THE MANHOLE.
12. STRUCTURE SHALL BE DESIGNED FOR H -20 LOADING.
13. CAST IRON RINGS AND COVER TO BE AS PER SPECIFICATIONS.
14. ADDITIONAL REINFORCING AT OPENING.
1 SANITARY SEWER MANHOLE
C2.00
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0
S�
DETi
TOP OF COVER
SEE DETAIL C
BOTTOM OF
SOLID COVER MAY BE REQUIRED
DEPENDING ON FIELD CONDITIONS
I
PLAN
2' -1 1 /4"
4 -1" HOLES
AVERAGE WEIGHTS
)Olbs.
20lbs.
3/4 "-- - V -11 3/4" _
V-11 1/2" _
i
CV
2 3/4' M \
3 3/4' ;n
CN .--
V -10 1/4" f
2' -1 /2" _
2' -9 1/4" _
SECTION
PROVIDE MANHOLE INSERTS MANUFACTURED FROM HIGH DENSITY POLYETHYLENE, MEETING THE REQUIREMENTS
OF ASTM D -1248, CLASS A, CATEGORY 5, TYPE III. INSERTS SHALL BE EQUIPPED WITH 1 GAS RELIEF VALVE,
1 VACUUM RELIEF VALVE, A CROSS- LINKED POLYETHYLENE GASKET AND ONE HEAVY WEIGHT POLYPROPYLENE
LIFTING STRAP.
2 SANITARY SEWER RING & COVER
NOT TO SCALE C2.00 PLAN /SECTION
NOTES:
1. INSTALL TREE PROTECTION FENCE
& SIGNAGE PRIOR TO CALLING FOR
THE INITIAL ON -SITE INSPECTION
BY THE CITY OF DURHAM S &EC
INSPECTOR.
2. WARNING SIGNS SHALL BE MADE OF
DURABLE WEATHERPROOF MATERIAL.
3. LETTERS SHALL BE 3" HIGH MINIMUM,
CLEARLY LEGIBLE, AND SPACED AS
SHOWN.
4. SIGNS ARE TO BE PLACED NO
GREATER THAN 200 FT. ON CENTER.
5. PLACE SIGN AT EACH END OF LINEAR
TREE PROTECTION AREAS AND 200
FT. ON- CENTER THEREAFTER.
6. FOR TREE PROTECTION AREAS LESS
THAN 200 FT. IN PERIMETER, PROVIDE
NO LESS THAN ONE SIGN PER AREA.
7. ATTACH SIGNS SECURELY TO FENCE
POSTS AND FABRIC.
8. MAINTAIN TREE PROTECTION FENCE
THROUGHOUT DURATION OF PROJECT.
9. ADDITIONAL SIGNS MAY BE REQUIRED
BASED ON ACTUAL FIELD CONDITIONS.
5-0" 0 C MAX
NOT TO SCALE
r 40"
Prohibido Entrar
Zona Protectora
para los Arboles
SIGN DETAIL
NO SCALE
40"
T
. Tree Protection Area
Do Not Enter
SIGN DETAIL
NO SCALE
POSTS MAY BE EITHER
4 "0 PINE, 2 "0 OAK,
OR 1.33 LB /LF STEEL
WEATHERPROOF SIGN AS
SHOWN ABOVE; SEE NOTES
FOR CONSTRUCTION AND
SPACING INFORMATION
- ORANGE, UV RESISTANT
HIGH - TENSILE STRENGTH
1� POLY BARRICADE FABRIC
Tree Protection Area
SIGN
Do Not Enter
4' MIN.
l
I
, 1
EXISTING
GRADE
EXISTING
SUBGRADE
- - II-
I- - -
5 TEMPORARY TREE PROTECTION'V
(2.00 SECTION /ELEVATION C�_E-,Ll
� III -III- I I -I I
2' MIN. -I _ II
I'
14 ga. HOG WIRE
i
STEEL POST
2' DEEP
GENERAL NOTES:
1. STEP DIMENSION, INSTALLATION, AND MATERIAL SHALL MEET
THE REQUIREMENTS OF ASTM C478.
2. PLASTIC MATERIAL CONSISTS OF SUPER HIGH IMPACT
RESISTANT COPOLYMER POLYPROPYLENE AND CONFORM TO
ASTM D4101.
FA
3. REINFORCING STEEL SHALL BE 1/2" REBAR, GRADE 60 AND
MEET THE REQUIREMENTS OF ASTM A615.
12" 4. STEP WIDTH AND SPACING ARE CONSISTENT WITH THE
_ 10j" _ LATEST REQUIREMENTS OF OSHA.
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3 MANHOLE STEP
C300
MANHOLE � 4
STRUCTURE ° <
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INTERCEPTOR LINE
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PIPE CLAMP
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° d 4a °
FLEXIBLE CONNECTOR °
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C2.00 SECTION
VARIABLE -AS DIRECTED
BY ENGINEER
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FRONT VIEW
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ANCHOR BURLAP-/
6" MIN.
NOTE:
STEEL POST TO BE
DRIVEN 2' BELOW
GRADE.
NOT TO SCALE
NOT TO SCALE
STEEL POST
WIRE FABRIC
/-32" MIN. WIDTH
SILT FENCE FABRIC
(GEO- TEXTILE)
COMPACTED
SOIL
4" MIN.
SIDE VIEW
NOTES:
(1) FENCE FABRIC WIRE SHALL BE A MINIMUM OF 32 INCHES IN WIDTH AND SHALL
HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
(2) SILT FENCE FABRIC SHALL BE STD. GEOTEXTILE WEIGHT FABRIC AND
A MINIMUM WIDTH OF 32 ".
(3) HOG WIRE SHALL BE FASTENED ADEQUATELY TO THE FABRIC AS DIRECTED BY
THE ENGINEER.
(4) STEEL POSTS SHALL BE 5-0" IN HEIGHT AND BE OF THE SELF- FASTNER ANGLE
STEEL TYPE.
(5) REMOVE WHEN VEGETATION IS ESTABLISHED.
(6) MAXIMUM SPACING BETWEEN STEEL POST IS 8' -0 ".
6 TEMPORARY SILT FENCE
NOT TO SCALE C2.00
f
IMIN.
1
NOT TO SCALE
STEWART
101 WEST MAIN STREET
DURHAM, NC 27701
T 919.380.8750
Client:
FIRM LICENSE #: C -1051
www.stewartinc.com
PROJECT #: C15032
PINPOINT PROPERTIES, LLC.
5310 NC HIGHWAY 55
SUITE 101
DURHAM, NC 27713
T: 919.544.0141
Project:
VALLEY
SPRINGS
SEWER
OUTFACE
Vicinity map:
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VALLEY J
SPRINGS I
J o
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SITE T�
CO
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9,A
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Seal:
Issued for:
CONSTRUCTION
DOCUMENTS
No. Date Description
Qe
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80 NORTH
®care: 20 40 = 40
Title:
SANITARY SEWER
DETAILS
Project number: C15032 Sheet:
Date: 07.06.15
Drawn by: MW C2.00
Approved by: TS

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DIP CARRIER PIPE —/
WITH RESTRAINED
JOINT FITTINGS
8'0" TYP
1`
18" TYPE
CLASS 1 RIP -RAP
SLOPE PROTECTION
TYP \F
CONCRETE PIER
EXTEND RIP -RAP 2' -0"
PAST WATER LINE, TYP
STEEL CASING PIPE
EDGE OF WATER
PLAN VIEW
1 RIP RAP PROTECTION DETAIL
C2.10
1/4 "X6" NEOPRENE PAD
ADHERED TO SADDLE
12
EACH DIRECTION
3
—
' '
8'0" TYP
1`
/ 18" TYP
i
NOTES
1. RIP RAP FOR SLOPE PROTECTION SHALL BE CLASS I
RIP RAP IN ACCORDANCE WITH SECTION 868 OF THE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S
STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES.
2. RIP RAP SHALL BE PLACED IN ACCORDANCE WITH
DRAWING 868.01 OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION'S "ROADWAY
STANDARD DRAWINGS ".
3. SUPPORT TYPE FOR PIERS SHALL BE DETERMINED BY
ENGINEER BASED ON SUBGRADE CONDITIONS AT SITE.
1/4" X 3" GALV. STRAP WITH
1/4" X 2 1/2" NEOPRENE PAD
ADHERED TO STRAP
3/4" DIM. ANCHOR BOLTS
16" DIA. STEEL ASTM A307 OR A36
CASING PIPE fff
A
NTS
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 REQUIRED AS OUTLINED IN THE
SPECIFICATIONS.
2. DUCTILE IRON PIPE SHALL BE SUPPORTED WITH TWO SPIDERS AND AT EVERY JOINT WITHIN THE
CASING PIPE USING APPROVED PIPE ALIGNMENT GUIDE. ALL JOINTS SHALL BE RESTRAINED JOINT.
3. PIPING SUPPORTS TO BE CONSTRUCTED OF REINFORCED CONCRETE
4. DUCTILE IRON CARRIER PIPE SHALL BE INSTALLED UTILIZING 2 PIPE ALIGNMENT GUIDES PER JOINT
ONE FOURTH OF THE PIPE JOINT LENGTH IN FROM BOTH THE BELL AND SPIGOT ENDS.
5. RESTRAINED JOINT PIPE AND FITTINGS SHALL CONSIST OF BOLTED RETAINER RINGS AND WELDED
RETAINER BARS OR BOLTLESS TYPE WHICH INCLUDE DUCTILE IRON LOCKING SEGMENTS AND
RUBBER RETAINERS. BOLTS FOR RESTRAINED JOINTS (IF APPLICABLE) SHALL CONFORM TO ANSI
B18.2. RESTRAINED PIPE AND FITTINGS SHALL BE FLEX —RING OR LOK —RING TYPE JOINTS AS
MANUFACTURED BY AMERICAN CAST IRON PIPE CO.; TR FLEX AS MANUFACTURED BY US PIPE,
BOLT —LOK AS MANUFACTURED BY GRIFFIN PIPE PRODUCTS, OR EQUAL.
6. CONCRETE PROPERTIES SHALL BE AS FOLLOWS:
A. CONCRETE COMPRESSIVE STRENGTH = 4000 PSI
B. NOMINAL SLUMP = 4 INCHES
C. WATER /CEMENTITOUS MATERIALS RATIO = 0.45 (MAX)
D. AIR CONTENT = 6% t 1.5%
CONCRETE SHALL BE COMPOSED OF CEMENT, WATER, COARSE AGGREGATES, FINE AGGREGATES AND
AIR. CEMENT SHALL BE TYPE I /II OR II IN ACCORDANCE WITH ASTM C -150. MATERIAL
REQUIREMENTS FOR ALL FINE AND COARSE AGGREGATES SHALL CONFORM TO ASTM C -33. COARSE
AGGREGATE SHALL BE SIZE NO. 57 OR 67. AN APPROVED CLASS 'F' FLYASH MAY BE SUBSTITUTED
FOR AN EQUAL AMOUNT OF CEMENT BY WEIGHT UP TO 25 %.
3. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 ".
4. CONVENTIONAL REINFORCING STEEL SHALL CONFORM TO ASTM GRADE 60 AND SHALL BE PLACED
IN ACCORDANCE WITH `RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS "(LATEST EDITION)
AS PUBLISHED BY THE CONCRETE REINFORCING INSTITUTE. SPLICES REQUIREMENTS FOR
REINFORCED CONCRETE ".
5. NEOPRENE BEARING PADS SHALL BE FORMED FROM PREVIOUSLY UNVULCANIZED, 100% VIRGIN
NEOPRENE, WITH DUROMETER HARDNESS = 50.
6. PILES SHALL BE STRUCTURAL STEEL HP12X53 PILES AND SHALL BE DRIVEN TO DEPTHS REQUIRED
TO OBTAIN AN ULTIMATE BEARING CAPACITY OF NOT LESS THAN TWO TIMES THE DESIGN LOADING
OF 30 TONS. PILES SHALL PENETRATE A MINIMUM OF FIFTEEN FEET INTO UNDISTURBED SOIL. IN
DRIVING PILES, A METHOD APPROVED BY THE ENGINEER SHALL BE USED WHEREBY THE HEAD OF
THE PILE IS NOT DAMAGED. IF REQUESTED BY THE ENGINEER, PILES SHALL BE TESTED TO
DETERMINE THE ULTIMATE CAPACITY OF THE PILES. THE METHOD OF LOAD TESTING SHALL
CONFORM TO ASTM D1143 AND THE NORTH CAROLINA STATE BUILDING CODE. WHERE PILES ARE
EXPOSED, PILES SHALL BE PAINTED AND /OR COATED IN ACCORDANCE WITH THE CITY
SPECIFICATIONS.
2 AERIAL PIPE CROSSING GENERAL NOTES
C2.10
NTS
,P/*
STEWART
101 WEST MAIN STREET
DURHAM, NC 27701
T 919.380.8750
Client:
FIRM LICENSE #: C -1051
www.stewartinc.com
PROJECT #: C15032
PINPOINT PROPERTIES, LLC.
5310 NC HIGHWAY 55
SUITE 101
DURHAM, NC 27713
T: 919.544.0141
Project:
VALLEY
SPRINGS
SEWER
OUTFACE
Vicinity map: \__
__J
VALLEY J
SPRINGS
O
2
SITE T0
CO
4
O
u�
O
CIO,
9,A
L�
Seal:
Issued for:
CONSTRUCTION
DOCUMENTS
No. Date Description
D3 CONCRETE PIER DETAIL
C2.10
NTS
Qe
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U
AERIAL PIPE
CROSSING DETAILS
Project number: C15032 Sheet:
Date: 07.06.15
Drawn by: MW C2.1 0
Approved by: TS
a
— #5 BARS @ 12" O.C.
EACH DIRECTION
—
' '
EACH FACE
H
#5 BARS @ 12" O.C.
NOTES —
EACH DIRECTION
44" /
1.
SHALLOW FOUNDATION DESIGN SHOWN ON THIS DETAIL IS BASED ON THE FOLLOWING
EACH FACE
PARAMETERS:
— ALLOWABLE SOIL BEARING CAPACITY = 2000 PSF
— CONCRETE COMPRESSIVE STRENGTH = 4000 PSI
— GRADE 60 REINFORCING STEEL
. .
4__
`
— MAXIMUM STREAM VELOCITY = 4 FT. /SEC.
— MAXIMUM SUPPORT HEIGHT (H) = 12' —0"
-
-
'
IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM THESE PARAMETERS, THE
14"
FOUNDATION DESIGN SHALL BE REVIEWED BY THE ENGINEER.
Y
2.
IF SUBGRADE AT LOCATION OF SUPPORTS IS DEEMED UNABLE TO WITHSTAND 2000 PSF
BEARING PRESSURE, A PILE SUPPORTED FOUNDATION SHALL BE UTILIZED. Scale:
I
iY 48
r
3.
IF BEDROCK IS ENCOUNTERED WHICH WILL PREVENT 3 —FEET MINIMUM COVER OVER
I
I
105"
FOOTING, DOWELS SHALL BE DRILLED INTO BEDROCK PRIOR TO PLACING FOUNDATION.
4.
PIERS AND FOOTINGS SHALL BE REINFORCED WITH #5 BARS AT 12 INCHES OC IN EACH
DIRECTION ON EACH FACE. Title:
D3 CONCRETE PIER DETAIL
C2.10
NTS
Qe
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U
AERIAL PIPE
CROSSING DETAILS
Project number: C15032 Sheet:
Date: 07.06.15
Drawn by: MW C2.1 0
Approved by: TS
a