20191303 Ver 1_Bradford 90% Plans 20190415 Reduced_20190930

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ALL CONSTRUCTION SHALL BE PER
CITY OF DURHAM AND/OR NCDOT
STANDARDS AND SPECIFICATIONS
1121
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VICINITY MAP (NTS)
PROJECT DATA
PROJECT NAME: BRADFORD CIRCLE DRAINAGE IMPROVEMENTS
AREA OF PROJECT DISTURBANCE: 28,750 SF / 0.66 AC
PROJECT NOTES
TOPOGRAPHIC INFORMATION BASE ON CITY OF DURHAM GIS.
BOUNDARY INFORMATION BASE ON SURVEY CONDUCTED BY
CALYX DATED J U LY 12, 2018.
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CITY OF DURHAM
BRADFORD CIRCLE DRAINAGE IMPROVEMENTS
90% DRAWINGS
N/F
HARRIET KING
3 DB 1977 PG 767
PB 77 PG 22
/ PIN: 0739-01-47-6589
N/F
/ CURTIS W. GREEN
DB 1222 PG 924 N/F
PB 77 PG 22 BOBBY L. BLACK
/ PIN: 0739-01-47-7577 DB 1548 PG 958
PB 77 PG 22
/ PIN: 0739-01-47-8585
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N/F
PHYLLS
\ ARRINGTON IMCGEE
DB 6972 PG 404
PB 77 PG 22
PIN: 0739-0-47-9456
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RUBEN ALEJANDRO-SUAREZ
DB 6846 PG 492
PB 77 PG 22
PIN: 0739-01-47-6334
DESCRIPTION OF PROJECT
° THE PROJECT INVOLVES REPLACEMENT OF AN EXISTING STORM SYSTEM
co AT BRADFORD CIRCLE. THE PROJECT ALSO PAVES THE CUL-DE-SAC AND
� i ADDS CURB AND GUTTER WITH A SIDEWALK. THE BASE OF THE CUL-DE-SAC
o WILL BE COMPRISED OF PERMEABLE PAVEMENT
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RESOURCE ORDINANCE COMPLIANCE
° FLOODPLAIN PROTECTION: THERE IS NO FLOOD PLAIN ON -SITE
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;, WETLANDS PROTECTION: THERE ARE NO WETLANDS ON THIS SITE.
o� STREAM BUFFERS: BUFFERS AT PROJECT OUTFACE
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WILBUR E. EGGLESTON
DB 1348 PG 865
PB 77 PG 22
PIN: 0739-01-47-7312
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REJEAN W.HACKNEY
DB 3102 PG 338
PB 119 PG 180
PIN:0739-01-47-9331
N/F
JIMMY D. LANSBERRY /
DB 7269 PG 984 k
PB 119 PG 180 /
PIN: 0739-01-47-8229
N/F
STEPHEN KYLE GILMORE
DB 2316 PG 716
PB 34 PG 35
PIN: 0739-02-57-0486
0739-02-57-0480
N/F
ANDRE CALDWEL
DB 4926 PG 535
PB 34 PG 35
x PIN:0739-02-57-03
0739-02-57-02
I N/F
" X W. W. EDWAR
DB 365 PG S
X PB 34 PG 3
LPIN:O739-02-5-1
INDEX OF SHEETS
TITLE SHEET--------------------------------------------0000
LEGEND SHEET C100
NOTES SHEET C200
TYPICAL SECTIONS SHEET ---------------------- C300
EX. CONDITIONS & DEMO SHEET------------- C400
CONSTRUCTION PHASING SHEET C401
STORM & UTILITY PLAN SHEET --------------- C500
ROADWAY PLAN AND PROFILE SHEET C600
DRAINAGE PLAN AND PROFILE SHEET ----- C601
CURB AND SIDEWALK DETAILS---------------- C700
DRAINAGE DETAILS ---------------------------------- C701
UTILITY DETAILS C702
EROSION & SEDIMENT CTRL DETAILS C703
SEEDING NOTES C704
PERMEABLE PAVEMENT DETAILS C800
CROSS SECTIONS SHEETS X-1 — X-4
GENERAL CONDTIONS OF APPROVAL
1. STORMWATER DRAINAGE EASEMENT NOTE:
"CENTERLINE OF XX FOOT WIDE PUBLIC STORM WATER DRAINAGE EASEMENT. OWNERSHIP OF AND RESPONSIBILITY FOR IMPROVEMENT AND MAINTENANCE OF STORM WATER FACILITIES IN THIS EASEMENT REMAINS WITH THE CURRENT OWNER. IF THE PROPERTY IS WITHIN OR BECOMES A PART OF THE CITY,
THE EASEMENT AND ACCESS POINTS TO THE EASEMENT ARE SUBJECT TO THE TERMS AND RESTRICTIONS STATED IN THE "REVISED DECLARATION OF RIGHTS AND PRIVILEGES OF THE CITY OF DURHAM IN STORM WATER MANAGEMENT FACILITY EASEMENTS" RECORDED IN REAL ESTATE BOOK XXX, PAGE XXX,
WHICH DOCUMENT IS INCORPORATED HEREIN. THIS EASEMENT AND THE REVISED DECLARATION DO NOT CREATE THE OBLIGATION TO PROVIDE PUBLIC MAINTENANCE. NO BUILDING, STRUCTURES, FILLS, EMBANKMENTS OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TO THOSE TERMS."
PUBLIC WORKS CONDITION OF APPROVAL:
1. THE DESIGNING PROFESSIONAL (A NCPE, NCPLS OR NCRLA - AS REQUIRED) SHALL SUBMIT THREE (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 SERVICECONNECTION AND PRIOR TO ISSUANCE OF A CERTIFICATE OF CCUPANCY.
SPECIAL CONDITIONS OF APPROVAL:
REVISIONS TO APPROVED PLANS:
PLANS PREPARED BY
900 RIDGEFIELD DRIVE
SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
[phone], NC LICENSE
NO. F-0112
Il9O NOT USE FOR CONSTRUCTION
PLANS PREPARED FOR:
CITY OF
DURHAM
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ALL CONSTRUCTION SHALL BE PER
CITY OF DURHAM AND/OR NCDOT
STANDARDS AND SPECIFICATIONS
Survey Notes /Project Datum Notes
1. Topographic survey dated 7/12/2018 by Calyx, NC License # F-1333
2. The basis of bearings for this survey is NAD 83 (2011) SPCS.
3. All elevations are based on NAVD88 in feet.
4. R/W lines and boundary lines shown as broken do not depict an actual
boundary survey.
5. No portion of the subject property is in a special flood hazard area per FEMA
map number 372000739J, effective May 2, 2006.
6. Zoning for the entire subject property resides in the "R-20" taken from
Durham County GIS - GOMAPS 4.0
Transportation Notes
O 1. The location of the sidewalks shown on this plan is schematic. A City of
Durham and/or NCDOT encroachment permit is required prior to any
construction. After obtaining the required permits, please contact the City of
Durham Engineering Construction Inspection office at 919-560-4326 for a
preconstruction conference and field visit prior to any work on the proposed
sidewalk.
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2. The grade lines shown denote the finished elevation of the proposed
surfacing at grade points shown on the typical sections. Grade lines may be
adjusted at the their beginning and ending and at structures and existing
pavement as directed by the engineer in order to secure a proper tie-in.
3. The superelevation is to be revolved about the grade points shown on the
typical sections.
Utility Notes
1. Any relocation of existing utilities will be accomplished by others, excpet as
shown on the plans.
2. Utility locations are based upon field surveys and utilty records. All utilities
shall be field located by the Contractor prior to construction activity.
3. The Contractor shall coordinate the adjustment of manholes, valves, and meters
with utility owners.
4. The Contractor shall schedule sewer outages with the City at least 7 days prior
to shutting off service.
5. All water and sanitary sewer construction shall be per City of Durham Standard
Specifications:
https://durhamnc.gov/DocumentCenter/View/1530VWater-and-Sewer-Specifications?bidId =
Demolition Notes:
1. General contractor to dispose of all materials off site.
2. General contractor shall coordinate storage location for salvaged materials with
the owner's representative.
3. All materials, furnishings, utilities, and pavement that are not scheduled to be
demolished and are damaged by the contractor as a result of the demolition or
construction operations shall be repaired by the contractor at no additional cost to
the owner.
4. Contractor is responsible for verifying all utilities prior to beginning demolition
operations. Notify "North carolina one call" (telephone [phone]) at least
48 hours prior to start of demolition to have existing utilities located. Contractor
shall contact any local utilities that provide their own locator services independent
of "North carolina one call."
5. Contractor shall place a safety barricade fence where required to prevent
unauthorized entry to the construction site.
7. Contractor shall provide pedestrian ingress /egress to all existing buildings,
parking lots, and paths of pedestrian travel throughout the construction period.
Grading notes:
1. All proposed elevations shown are edge of pavement elevations unless
otherwise specified.
2. Interim grading shall be provided that ensures the protection of structures,
utilities, sidewalks, pavements, and other facilities from damage caused by
settlement, lateral movement, undermining, and washout.
4. Contractor shall report any grade discrepancies to the owner's representative
prior to beginning construction operations.
5. Contractor shall adjust rim elevations of existing manholes, meters, valves, etc.
As required to meet new finished grades.
7. Contractor shall slope grades to assure positive stormwater flow to keep water
from pooling along curb.
Site notes:
1. The contractor shall verify all dimensions and coordinates and report any
discrepancies to the owner's representative prior to any construction.
2. All dimensions and coordinates are given in decimal feet.
3. The contractor shall ascertain the location of all underground utilities prior to
excavation.
4. All written dimensions shall prevail. Do not scale from drawings.
5. All sidewalks shall be laid out along the centerline of each walk.
6. Curbs are dimensioned to back of curb unless otherwise noted.
7. All angles 90 degrees unless otherwise noted.
8. Align all joints, corners and edges as shown.
9. All curb tapers are six (6') feet long unless otherwise shown on plan.
10. Where new sidewalk adjoins existing walk, provide expansion joint by drilling
into the face of the existing walk for placement of dowels. Tie new sidewalks into
nearest existing pavement joint.
11. Sawcut existing asphalt and milling limits as shown.
12. All ramps to meet public rights -of -way accessibility guidelines.
13. All ramps shall be installed with detectable warning domes per public
rights -of -way accessibility guidelines standards. See details.
14. Contractor will be provided with electronic copy of plans for all layout
information. Contractor shall coordinate acad format with owner's representative.
Erosion Control Notes
1. See sheet C400 for the clearing and grubbing erosion control and sheet C500
for final grading erosion control plan
2. All erosional control installation and maintnence shall be per NCDEQ
guidelines.
3. Resident access paths for pedestrian or vehicular travel shall inspected and
swept daily.
PLANS PREPARED BY:
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900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
[phone], NC LICENSE NO. F-0112
III9® NOTUSE ]FOIE CONS TT�'[ C TION T
PLANS PREPARED FOR:
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1. Install perimeter erosion control measures. Stage materials in cul-de-sac while �, 1� 1808 BRADFORD CIR I— - 22° 3
maintaining safe pedestrian and vehicle access for residents. �\�\� 33 33� SNEQ 20 ° n 3 °
2. Begin clearing and grubbing at proposed storm system outfall location
behind the properties at 1808 and 1810 Bradford Circle. Grade temporary `�`� N � �M w
driveway at 1808 Bradford Circle to make room for construction access. ����\ o � UPE \30A� Z
3. Install proposed drainage system from outfall through the southern portion of `� °� -- a„ Q
the cul-de-sac. Backfill to subgrade and stabilize. �„ \o �° Q
4. Remove gravel on eastbound lanes from +/- Sta. 10+10 through Sta. 12 +40 Phasing Legend `�\� 3 WORK \2„ WOA WOAK m Z
and install proposed drainage system. Maintain temporary driveway access to ` \�\ \�\/F SBERR� /328X ° PH \2„ ° Q
1802 and 1806 Bradford Circle. Bring eastbound lanes up to subgrade. Install �\�\ D ° \, AN gg4 327 S 9 OAS \3"
curb and gutter, driveway aprons, sidewalk, and asphalt base course. Phase 1 Work Area ����\\\�\\�`( �269 PG \8o J JB \ ° wK
5. Remove existing 24 inch RCP beneath Bradford Circle and install proposed �\� V3 \9 PG .g22 c� 326 9 V \\" K 0
24*RCP beneath Bradford Circle. Maintain one lane of traffic throughout pipe `�\�\ PB 3g,Q\'q� p WOA WO°AK ° WOAK WOAD °
demolition and installation. �\�\ P\\�\o 0 _ \3AK 3z \2 °
6. Remove ravel on westbound lanes from +/- Sta. 10 + 10 through Sta. 12 + 40. a WO gG
9 g ���� � BR AO \\„ � \6K
Maintain temporary driveway access to 1801 and 1805 Bradford Circle. Install Phase 2 Work Area �, v,325°60 -X 3 ° \a„ -� W� ° 22" 01 W
curb inlet and head wall (and connecting pipe) at Sta. +/- 11 + 98. Bring \N SG O so \o" \O" ° ° ROAD
westbound up to subgrade. Install curb and gutter, driveway aprons, sidewalk, and 323_ a°A A� SG
'10
asphalt base course. ° 9„ D 1 OS ° LL I �tIPR g 5°55 w
7. Bring side slopes and ditches up to finished grade and stabilize from +/-MAp K W a °
Sta. 10+10 through Sta. 12+40. Install asphalt to finished rode. \A" �W A \9A\c \5"
g p g Phase 3 Work Area 01 322° SG Wo o K �n
8. Bring side slopes and ditches to finished grade east of Sta. +/- 12 +40. Install SgE�� \Nv C-32 E\P ° a„ �, rn REVISIONS
proposed driveway drainage pipes, driveway aprons, and curb and gutter. Install \0 ° wK WOAD ° WOAK SG o
Project landscaping. Maintain access for cul-de-sac residents as needed. \Nv _2__RCP_ _ RMAp 20AK ° \o" z
9. Install and maintain temporary parking and pedestrian access to 1807 and - - - Z \2" WOA
1809 Bradford Circle. Remove gravel at north half of cul-de-sac and install, Phase 4 Work Area c� O� Ail UN WK \2„ P \SG °
permeable pavement base, baffles, underdrain and surface. \81°Oa \3" ° RMA 320
10. Install and maintain temporary parking and pedestrian access to 1808 and S 825 E pOA�N \SG
1810 Bradford Circle. Remove gravel at south half of cul-de-sac and install gEN ro
permeable pavement base, baffles, underdrain and surface. E\R
11. Install permanent seeding and mulching, remove erosion control devices, and Phase 5 Work Area �� \ G SG aL
remove temporary access paths. Complete permanent seeding and mulching of \�' w £ ° \\ DRAWN BY: CHECKED BY:
p rY p p p 9 g
disturbed areas.
N/F EGVRA �N� w0A� \�\
Construction Phasing Notes v \D S ° S G gg\ Z3 ??C �( B A' qo � 5�
B AB A0G3 P 22 \ 2\„ ° AN 0g PG �2 CONSTRUCTION
1. Temporary access must be maintained for residents must be maintained at all �� P q�'�\5 WORK Qg 59 PG 2 q9
times and meet all ADA guidelines. P��39'0\� `Z� \,C PB ��,0\_Zo PHASING PLAN
\ES 0� 3g
2. The Contractor shall submit a pedestrian and vehicle traffic managment to the ROP aA
Engineer within 7 days of the preconstruction meeting. The plan shall address 3.1a P
AC\�NOUS cD PG 22
parking, property access, pediestrian safety, management of scheduled services S� QB 0 PG 2 BC)59
such as mail delivery and trash collection, and site cleanliness protocols. P B 11 B3g_0\
P\N° 0 ,

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ALL CONSTRUCTION SHALL BE PER F ��
CITY OF DURHAM AND/OR NCDOT X N K\NG — N/ REEK B \-° g5a \ PLANS PREPARED BY:
STANDARDS AND SPECIFICATIONS w \E G� `�' R G = 80 \5A8 P G
3S4 f3 / 8 \g� G 2 0J Cv \222 P 22 o DB P CGE� X
NG D P8 �_ P , 4� G58 D8 PG -� 5� \ P 39-0\� 4 NG1 O\ \- A AOA
HA O\ P8 4 ° O rx Is ISo R\ P
OVER \Na O�3gD R ° 0�39 \D \R \ P\�`\° 3 BREP OR CIR 26" A Dg G9� PG 22 45G PROJECT CONTROL: 60D NAIL 900 RIDGEFIELD DRIVE SUITE 350
5 P \S8F ORD C\ P\N° \SDF ORD S �pg`PD\NE ° q7 -9 NAD/2011 LOCALIZED COORDS RALEIGH, NORTH CAROLINA 27609-3960
[phone], NC LICENSE NO. F-0112
f C
0\BRAD 05 gRA I \ N Si �39'0 N: 797381.233
\a \a I C� P\No O E: 2034840.275
I B BRK - I ADJUST `,MATE 22„ E �' ELEV: 336.54'
- g52 ST STEP CIAL BOF 2' METER �OgP\N s
o ' � , w 4 /PERMEAB VEMENT N �
ELM OEC10 ° �`
. I I „ SE DETAIL B : ' 2
5 0
• •
ins• NOT USE FOR CONSTR CTIOIr'
ER
PROJECT CONTROL: PK A,11L! Hab 1,
N --<33�
1 • ••'t •
�� `may' • ` • •
• ► ► ' • �.L. • ' . ' ► •
797445.808 • �:� �f •
A � I•• . ♦
0 RIM,. a �3`J-u PLANS PREPARED FOR:
• r �`—A��; _..����.�•ri*_ — fir..✓; tom/ �j��
ow
.i►...�.i.�l _ �!: = - - �� • .. _ Ili �. ■���.�����►.���������..�: I ii — •
0
�7Y1�I/I�/lam � ' •'' : .. � ; . 9 �
op
WE
���Q- 11 ME
• �UG
0 � 11w� • _ �G
— --------------------
9 -- -- RE AIN gEN AIN °U ER wN�
WER a v= n A
0P .3g 33 I E\ ; ___--- E P OSS\\pN ���\ �h N \5� 0
Nv � ,3q3 N PIPE
JvOCAZ\ON ��� R ° �,° \� BRADFORD
\a \ I UG AT STRIU-CTURE UN�NOw �� . 23„ C r s p ro \a\O ►\ �- op `'� \o°
P
/ C3gR Ag LACE 18 L F OF 6" I °�r` \ AIL a v� 0 ° p RM AP
33 SAN`I ARY SEWER -PVC i� N AO\�NE'� ,�'� 0-
�\ \ <;; WITH 18 LF OF 6 DIP AND \P P 33a N�- 3°°g �, �, G
INSTALL 12 F 12 STEEL E RE E 3\02 G r
CON --CS S/
�—3 ° , �\ De _ g33\ ��
r - J coc�s/W CASING + 3.5' $� 3 °\� q� \3° X 2 \
M BRK S EP �` �, F CURB 3 �A �P l 39'0\- \$° WORK 2AK
z:
°
60, I ISFD ISFD ��� of °
2°
1802 BRADFORD CIR 1806 BRADFORD CIR �1 `\ �';I ISBKD -- ___ 2 3
SAT ��, a 31� 1808 BRADFORD CIR E
D\SN �,� ��3 '�, 33 SH D 2pAK \ „ �, 6,, oA,
WON 0 1.0
N P-) \\°
1 I L\PELM \3° Z
o AK
_ <
\6 8
cn �� 3 \N 0\ ° WpA \q
\2" C3% O AK
I N\�\/32gx 27 v�cP K \3„
X NDRO F ON AN q 3 0 oN O
�� A qg2 G 9g
w OggG PG 22 �° EGGLaGS �\MM �2r9 P \a0 J JB (2wK
R DB P G G33 4 \BUR P G DB \\9 P G 822 v 326 \\„
P8 0\, q� , W D8 \3Q8 PG 22 PB 3g/0\, 4� - x wpA'�
39 i� �'�3\2 ° 0 P \3 WDA� ' W°A� W°A�
\D N. O� Pg g,0\ 4 �,� P\N° = 0AK 3?i \2G
3 8„ w g \6„
WY"
-x g 3 \8 8' WK 22„ \p„
\N SG '� No SG \0°\0° Rp AK
W, AK SG E\P
DETAIL A
TOE PROTECTION
I ( Not to Scale)
Flo
Natural �1S�0
Ground b
�d
d = 1 Ft.
b = 5 Ft.
Type of Liner= E celsior Matting
DETAIL C 323 D-, H®A L I \RIP
O9 / OS O a5 °55 w
M AP K w ;
SPECIAL BACK OF CURB V DITCH R \, \q„ ��W \gA,� \5„ s N
(NOT TO SCALE) \p° V 322°g SG E\P WO 0
SgE�� \N 2 8„ �`' 6,
K ° w O AK \\„
RMAP WK WOA 20„ SG 0
NATURAL \N� _2_-RCP_ _ oAK \0" z
Z
- ----- GROUND ------ UN� ---- -
- \2' W 0
3; j 3 °� RMAP \SG
d = 0.5 Ft.
Pp3A� 320
Type of ix�A�=,Zsb
LO SG
-L- STA. 10 + 50 TO STA. 11 + 88 LT FROM STA. 11 + 88 TO STA. 12 + 05 LT STA. 13 STA. 13 + 21 LT M
S 75052'41" E FROM STA. 12+25 TO STA.12+V -�T052'41" E
\P I 0 I ° 0 0' FROM A. 12 + 72 TO STA. 1 0. 0 I' 9 GR ASH SG S, ° OZ 6
E E\
��pK
N / EGUR A Cl)
DAB� \D S ° S G gg\ 2° AK � 8 AN 40 � SG
N/ F ANCNEZ 40G3 G 22 \ 2\„ AN o8 P G 2
SCALE:1"=20' \�/F�NON\AS NGEL M°2 PG \5 D PB �� 0\,q�'�\5 woA� �Z'� D8 5g�� PG ,CJOg9
R ANDS D P G Bag A D8 �G P G 22 6\GZ ° 0� 39 P
28 q� P \N° N / F \ES 9 \-\"C N ° 0� 3g' O\
DB �A�� PG q� 5\�5 ° ��39'O\ PROPS aq P\
POD 3g, O\ P\N° 3�a � AC\�NOVS � 405 PG 22 9
P\N°
S DOP\ 4� ,g05
P\N° 0�39
F
CITY (�F
DURHAM
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REVISIONS
DRAWN BY: I CHECKED BY:
STORM AND
UTILITY PLAN
C500

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ALL CONSTRUCTION SHALL BE PER
CITY OF DURHAM AND/OR NCDOT
STANDARDS AND SPECIFI ATIONS
PROJECT CONTROL: PK NAIL
NAD/2011 LOCALIZED COORDS
N: 797445.808
E: 2034607.223
ELEV: 349.19'
1s—
SCALE: 1" = 2
�� � • Ii'
• ► •� • •� • 1 • • �I,•••'PLANS PREPARED BY:
• ,900 RIDGEFIELD. 0
[phone], NC LICENSE .,
I'LELIMINARY PLAT
DO NOT USE FOR CONSTRUCTIOIrl
��
RAW -1,3A.c31'qro'
1+110LAN c®r 4
!=—ANSI 10011
-/Ail ,�► pp �71
NOMAto
0 / 0 :mow • ► 0 �. �� .■. I� .� =:v 641, '4 ,
POP 3
•
OVERHANG p8 39"0\- 4
\ ADF DORD OAR
II I
S T
I I
w
•e - -.
'• A
,�►tea._ '
v (D IS 180
0�3g" FD OAR P\ 3 EP �doR CIR
°
P \N \S ORD 5
05 NC Ss%
22
BRK 1 I ogF
S TEP / 20
S/w w o AK
I 25„
p 0 AK
O
— 340 SpA I p0\AK 3
339
0 Q
C
...... ;71
�N .p
R/W
gong' RE AIN °q3 AORNER zs �("\ o �Nv ,3
,
lE $ IPE PLUG 335 s \� BRADFORD
II
�Nv STRUCTURE UNKNOW �� 23„ GR o �
s p °
333
�\ W° 33a
Epp j RE�E A W4 rn
' � 3
coNc s/ c—N ' \S/w w, O — 3 2
NY"
III O BRK S EP �\ i U'Lf-
,�rL 'lA �i39 �� �pp� wG A
z S 5' 3 \5
60' I ISFD \\`�� O' I K D ' ------ O 22.
1802 BRADFORD CIR ISFD _
1806 BRADFORD CIR SB O =--- �, 3
331� 1808 BRADFORD CIR ED
33 SN 2-. " f 0 \ ° N 611,
360
•
bradoir
To main
E L. 3 5 O1 Ell'
350
• poelor END TA. = 13+1 .0
A. Lol IV
x. r u r r i.
• o T em e
alp.:ep If
e
340
e 11i ce
-- -
• •• ---__
o mpyed Ex. D rive,
ep a e 1 b r d o rd om -
•
R S Apron mo e
aced
330
10+00 11+00 12+00 13+00 14+00
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 4'
PLANS PREPARED FOR:
CITY OF
DURHAM
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REVISIONS
DRAWN BY: I CHECKED BY:
ROADWAY
PLAN AND
PROFILE
C600

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ALL �NSTRU I S LL;B E °�IERNANG P� �joJ-�\-4 P�\-A� - �o 3 - �° IS�E� 180 ARR\N� �2 PG
CITY OF D N �R;NC \\�° �� y\D \R o o�3g- FD C\R P \ 3 B EP �'�FOR CIR 26" D8 6g PG 2- q5�
TI P \SIB °RD P \\� \ ADF °RD S ape \NE B 4� - 9
S 'FAN N PECIPIC�I gRA 5 gR //j cj-O\-
O I52 S T BR P 1 ° 2 E /
p6P\N s
p � S/W / t W /W o
`0 AK
o
ZINC S/
25 `
O `
51 .............0 Z
33„ * S�pA I PpA p0� ,t CONC -
�- - - PORK AK 339 cmI I r GR `•� 80
\ + gENl C �3o
e j; 9 B SB
'c _ ;_
6 <9\ \gAll O
\ _
°s�, I 15_, IF ---- ,
15(
345
340
335
1330
1325
1320
315
0+00
0+25
ogm
mv• •�
•: /...
da
..r!-
MAP,B,.s����►gwr1w, -
Ell
Ell
livlor
Pill
i; fA • I • •
1 L 44 , - �.
r..
.i
!�,-,-,-,-,I G R/W
OHE
,SHE
8" RCP
-- -------------- --- ----- - ------ ------ __ Ir11"A L!_ PIPE PLU
SILL IPE PLUG �; B°c,NA0A
STRUCTURE ! UN�NOw `� \ 23„ GR
R °
COINC S/ J 0 CON�L�\S/W
BRK S EP
' \
ISFD
'; ISFD
1802 BRADFORD CIR 1806 BRADFORD CIR
SD-1 TO SD-10 PROFILE
ll
-M&
- Ilia,�����
I �
0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75
4+00 4+25
SD-7 TO SD-8 PROFILE
345
340
335
330
325
320
0+00
0+25
0+42
I NV.332.15
INV.330.40 (30" RCP)
INV.330.30 (30" RCP)
SD-3 TO SD-5 PROFILE
19.50
4+50 4+61
)50
345
M
i
2
335
N.IN`
330
25
320
0+00
ke
ti
co
CV
M
14
O
N
i M
M O
co
—IT Lo
Q � M
II
Cn O
=EX.
— 4.27
6" WATER
FAIN TO REMAIN
e
1.6
-
o-YR HG -YR-HG
�/ 24in RC Pipe
S = 1.28%
41n RC
S = 2.34%
10-YR HGL
25-YR
HGL
N.I
NV.333.
2
S.INV.331.45
N.IN
E.I N
1
REPLACE 18 LF OF 6"
SANITARY SEWER PVC
WITH 18 LF OF 6" DIP AND
INSTALL 12 LF OF 12" STEEL
CASING (+/- 3.5' OFF BACK
OF CURB)
Lo
M
M
(D
O
M
L
o
�
.331.10
'.333.20
(24" RCP)
331.00
(30" RCP)
0+25 0+500+58
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 4'
PLANS PREPARED BYR# C%f c
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
[phone], NC LICENSE NO. F-0112
PIE�IE][aII�'II][1� ARY l[ L,[ TS
III9® NOT USE FOR CONS°1CI�1?CC'df�N
PLANS PREPARED FOR:
CITY OF
DURHAM
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REVISIONS
DRAWN BY: CHECKED BY:
DRAINAGE
PLAN AND
PROFILE
C601

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ALL CONSTRUCTION SHALL BE PER
CITY OF DURHAM AND/OR NCDOT
STANDARDS AND SPECIFICATIONS
:lid! .:1Si':Ibly .+ AN .i, L:1•,r,uw( '- '.1"•1'1i'. - 1bN.r S.i „rn
24"
N/4„R
- 18" (NCDOT STU.] i 30" (NCDOT STU.)
18" MOUNTABLE CURB + GUTTER 30" CURB + GUTTER
' /2"R
a 1/2
7/2.R-\ y
�13"",R25
` V `/era •
24 24-(NCDOT STD.)
24" ROLLED CURB + GUTTER 24" CURB + GUTTER
MATCH SLOPE OF
ROAD SECTION 1/8 "R
.. 1 .•...• 4: 1 4€ f 2" T
t /2', IF i
,4 • � t J � NIEj GL ` � •y ,
i
30" VALLEY GUTTER 24" SHOULDER CURB
}
35" OR 48"
36° OR 48" VALLEY GUTTER
1 4 NPI M P�.. Wa Work4 Voice (919)169-4m 5
' 1d1 C")JW1 Myf City of Durham, NC
a..r . PAC 417MI LSE YV!TH TFiE STPkDARD SPECf ICAT:ONS ONLY www.durhal ... .)U•
CONCRETE CURB
tint SCALE:
To $Cale
❑I
r 4. ••• 11 1
AND GUTTER
Ri
sl.
June.une. 201717
_T
0"03,; 11`00';dm by APR kk Con, - r1 �ri;nmrF - :. x•r:.:);)y'i.^.^Eny:r;Cvr5.CGrn
a
EXPANSION _
d... �JOiNT r2, 4� ■
FXPANSIGN :OiN]'
STANDARD DRIVEWAY d
.' PERMISSIBLE RADII
1
DEPENDANT i3PGN
' �.
FTT.. PER SLOPE VERGE 5%907H � ,-
y •.aR • MIN. 2.5' RAO.
ArAx MAX, 4,5• RAD,
61
VAREA13Lr SLOPE "hkV, ly x't
..... ,ru .k'I7H 'TH 51D_WALK A9rJ�..--r•�U,.. �.. ..
r •� EXPANSION JOINT
24" or 30"
P:_ACE 4"--5` A8C
$TONE UNDER DRIVLWAY AS
DIRECTED BY THE CITY Sri
SECTION A --A t
ExPAraSiO3� JOsnIT
d
EXPANSION JOINT � • a J f
ALTERNATE DRIVEWAY
PI,JrCN1C IQ PFTqKRiY iIHE ExPANsloh! JOINT
�. "B" POUR
# "A" EXPANSION
KR sLflr F - JplNY
1
MA
YPLACE +'-E' OBC
;.
ST4F1E l,weEfl eH1wERrLX rk5 ''/�,;%� 4..•f,:r=�.>`...:�Mh:t:�:u
91RECTED BY THE CITY 2'-6"
SECTION R-F3
NOTES!
I- Curb and gputt8r SAdlicn will be poured continuous through fhe standard and
alternai* d6yawby 9lrith the lace of curb dropped down as shown.
2. Driveway win b* c*n$tructed after the curb forms have been removed.
3. CgnrrOm *K1311 bar non-rc:in`nrced, air -entrained with a minimum strength of
_3400 lbs. 'jui Durham,
D4JRHALL Coal CdiftNlr4hbria fry o# f #./, N`: Voice (914j3 FA&6
131 Crlr 11311 RIL3 `
D_r-.ym INC 2.•TCI' USE W+Tf1 !V+E SfAtTDARD SPC C•SF I(.A'IVRJs ONLY www.Hurhanrx 9rw
DRIVEWAY FOR CURB & GUTTER NotToscale a4Cm nl
�. STREET SECTION (RESIDENTIAL) RAi� -20 7f 1511i .
1
5EE SHEET I OF 2
FOR CURB +• GUTTER
TYPx DIMENSIONS
............. 4° COMPACTED A-B-C.
................. UNDER ALL CURB + GUTTER
TOP OF CURB
HOT APPLIED JOINT SEALER
;J2' AFTER REMOVAL OF
1/8" RApILsS � � 1/2"-3/4" OF EXPANSION
JOINT MATERIAL
j1/8" RADIUS SURFACE OF GUTTER
EXPANSION JOINT
TRANSVERSE EXPANSION
JOINT IN CURB AND GUTTER
NOTES
1. Use non -reinforced, air entrained, concrete with a minimum strength of 3000 lbs.
2. Contraction joints shall be placed at 10' intervals.
3, Contraction ioints may be installed by the use of templates or formed by other
approvad melinods- Where such joints are not formed by templates, a minimum
depth pf 1 1/2- shall be obtained.
A. All 1;a'nstrwcti9n joints shall be filled with joint filler and hot applied joint archer.
See NCDOT speoifioations-
5. Expansion IoFnta shall be spaced at 90' intervals, and adjacent to all rigid obj@cfs
CFURHAkI 'Mpl F� City of Durham, N C Voicai�1�156�#!�h
6VFhp•-M.'.7rF4j USE YiiTH THE STANDARD SPEG.FICATtDNS ONLY www.dwe#dmrPijo.-
CONCRETE CURB SCALE �r+.
Nq1 To Sca;e a4W.-D1
AND GUTTER REu 7F SKIP IF
$ � � June,UI)eL2017
2
3 •r
a
1
€/4" tfA} f4- Llhy ; E
r .. �, 1/4" W..Ax
' t
• 60 .....
VERTICAL LIP VERTICAL LIP
WITH BEVEL
NOTES
1. The transition between the truncated dome tray and the curb should be made to
be flush- The transition between the curb and the gutter should be smooth or
rounded- if nelt'her a flush r it' n r f 1 he
ush o smooth trans ran can be co si uc ed, and
transiliiOnS tKange in level, up to 14% then the lip may be vertical and wiFhout
edge freafrrlsnt. It the- transitions change in level, between !/4" and !/2", then the
lilp shill 166 f5e+reled with a slope no greater than 1:2.
2- This deloil is fcr Iransillon points only, refer to curb cut details for proper curb
layout y+ design- (Cilyr 51d. Details 405.01 thru 405.07)
CFURH NKI IoI edw Isd � City of Durham, N C Volco �pigl pL1 7F
ur h rna USE VV:TH THE STANDARD SPECCFICATfONS ONLY wwut =4a•
CURB GUT RAMP SCaE IXlk■
SJgi Th Srate f402%.06
o p TRANSITION POINTS R�une,2017. S�klrr
...,._ �.. , June, 2617 � I
C 5' MAX 5' MAX. .
FHW- WAY LLNr
VARIES
a 1/2` TRAVERSE u A
EXPANSION JOINT
(SEE NOTE 3) !
a A a A` B -,cB '
GRo.55E•-3 UTILITY smip (VERGE)
CJ INS
TYPICAL SIDEWALK with (VERGE) GRASS UTILITY STRIP
W GRA5SE❑
z UTILITY STRIP
J
� 1'-0"h3iN, 5' MIN. SEE C;3Y SITE PLANS)F• (VERGE)
w VAMt5 VARIES
TOOLED EDGE (TYPICAL)
-MIN. 4" THtCK 3000 PSI
LP
CONCRETE S/W I CURB & GUTTER
.... ... ............ ?% MAX. 3
PAVEMENT
COMPACTED SUBGRADE TO A
DENSITY OF NO LESS ThAN 700% ......
r!.-_.:.....:.... ::...:4 .:-.
SECTION C-C
SEE SHEET 3 (THIS DETAIL)
FOR SECTION A -A, 8-8 AND NOTES
D URN AM n"i 01 P hid Wr..4 ; 4'rrt,l01{u b54•j4f�h
4DI C.1X4u,IPIMA City of Durham, N C
nwhan•.4£. 717,71 USE WITH THE STANDARD SPECIFICATIONS ONLY
CONCRETE y°k °e'�r
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1, North Carolina General Statute 136-44.14 requires that all street curbs being
constructed or reconstructed for maintenance procedures, traffic operoti4ns,
repairs. COFFectlon of utilities or uttered for any reason after September 1, 1973
shuff v;de cuib . mps for the physically disabled at all intersections .
curb and gutter and sidewalks are provided and at other points of pedestrian
flow.
In addition, section 228 of the 1973 Federal Aid Highway Safety Act requires
provision of curb ramps on any curb construction after July 1, 1976 whether a
sidewalk is proposed initially or is planned for o future date.
. y Act (ADA) v.
The Americans with Disability of 1990 extends to individuals with
}
disabilities. Comprehensive civil rights protections similar to those provided to
persons on the basis of race, sex, national origin and religion under the Civil
Rights Act of 1964. These curb ramps have been designed to comply with the
current ADA standards (2010 ADA Standards for Accessible Design, bated
September 15, 2010 & effective March 15, 2012),
2. Curb ramps are required when streets are altered for resurfacing (spanning one
intersection to another and includes overlay of additional material to the road
surface with or without milling), reconstructed, rehabilitated or widened.
Maintenanceactivities on streets, such as crack filling sealing, pavement markings,
surface sealing and pavement patching, are not alterations. However, if there is
..... no block -to -block resurfacing but resurfacing is occurring at a crosswalk itself,
partial resurfacing (curb -to -curb resurfacing of a crosswalk) requires the
provision of curb ramps of that crosswalk.
Curb ramps are not required in the absence of a pedestrian walkway with a
prepared surface nor are curb ramps required in the absence of curb, elevation
or other barrier between the street and the walkway. [USDOJ July 8, 2013]
3. Curb ramps are required at all curb returns.
4- Delettoble warning domes are required for curb ramps.
S- 5ing18 turfs rbrr5ip 1:1t the center of the return are permitted under spe_icl
circum:%Pnntbt.
6. Dimensions assume 90' centerline intersection of streets.
7- Construct the ramp surface to be stable, firm and slip resistant. Local -ad and
a-Pnstru4;f 1ho curb ramp type as shown in these details.
8- Curb ramps shell by constructed perpendicular to the roadway travel lone.
9. Coordlnale the curb ramp and pedestrian crosswalk markings so a 4'x4` clear
apace of the bass of the curb ramp will fail within the pedestrian crosswalk Imes.
10. Set back dlsMan-�$ from inside corner of an intersection crosswalk markFn-g to
nearest edgb of travel lane is 4 feet minimum.
11. Torminate parking a minimum of 20 feet back of a pedestrian crosswalk.
12.. '. on0rucf a curb romps a minimum of 4 feet wide. Width may exceed 4 fleet.
13- Construct fhb rurlrlirlg slope of the ramp at a maximum of 8.33% (1 : 12)-
14- Allowable crost slope on sidewalks and romps to be a maximum of 2%.
15- Con$frucf the $i{Ili fllare slope to a maximum of 10% measured along the 4;wrb
I in*-;
15- r pnsfru4;f the cuunl*r-slope of the gutter or street of the base of the curb romp
of o rna7[imvm vF 5% and maintain a smooth transition.
17, Construct landings for sidewalk at a minimum of 4'x4' with a maximum slope of
2% in onyr direction. Construct landings for median islands a ,,minimum c4 5'x5'
with in maximum elope of 2% in any direction.
DURHAM OWL atp4hkcwc4*I HWE lk; City of Durham, NC %?E.;4 inW434
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N1 USE V0111 THE STANDARD SPECIFICATIONS ONLY =Rm
CURB RAMP Nor Tii Ncits 40dS �17
NOTES Jun, ,IT >arktrr
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SECTION A -A SECTION B-B
TRANSVERSE EXPANSION CONTRACTION (GROOVE)
JOINT IN SIDEWALK JOINT IN SIDEWALK
PLANS PREPARED BY:
R# C%f C
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
[phone], NC LICENSE NO. F-0112
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NOTES i
1. in addition to complying with Durham standards sidewalks shall conform to I
NCDOT standards and specifications. in cases where clarifications are needed, the
City shall make the determination, 1
2• Contraction (Groove) joints with 1/8" radius shall be placed at 5 foot intervals
and be one inch deep with joint filler- !
3. One half inch (1/2") transverse expansion joints shall be placed at intervals no I
more than 50 feet and shall match expansion/construction joints in adjacent ?
curb. I
4. A sealed %Z" expansion joint is required where the sidewalk abuts buildings or any
rigid structure- ;
5• Joint materials shall limit shrink/swell so post construction installation results in i
a maximum of 1/4" from flush. I
6. Concrete compressive strength shall be 3,000 psi in 28 days.
7. Top 6" of subgrade beneath the sidewalk shall be compacted to 100% Standard
Proctor density. The City may require testing at its discretion.
8, Six inch depth is required of all driveways, intersections (PC to PT), of Handicap
ramps, and commercially developed or zoned areas. I
9- Undercutting of unsuitable subgrade material and/or placement of up io 6 inches I
of incidental ABC stone may be required to obtain proper bedding. j
10. The minimum width of the verge is one foot; otherwise the sidewotk shalt abut i
the book of the curb and be six feet wide and six inches thick-
1- ILids Fir jvnaiian boxes, structures, or utility vaults shalt be non ---skid, meet
NCDOT standards, and be submitted to the City for review and approval prior to
installation, I
12. provide a minimum one foot wide flat area at the back of sidewalks before
etarting any+ GO or fill slope.
CI i0l HAM C"i 01 41.hic Works Voice [phone] I
f1r.r5113+ 1 Plaza City of Durham, NC .
.1+.•ny•r 14C• 2:7701 USE WITh THE SIANLARD SPECIFICATION'S O3ii.}' wwrr.durhamnG.gov
CONCRETE Not tToScale 4n2a. -DLTk �
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SIDEWALKS NEVI t2T@: SHEET
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Je, 2017
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IS- 76 use a rrledi8n island os a pedestrian refuge area, median islands will be a
minimum of 6 Feet wide. Construct median islands to provide passage over or
thr6u.gh the Ltland.
1 nn li 'flan islands that cannot provide a 5'x5' landing of the top of a
curb ramp, will be cut through level with the surface of the street.
20. Curb romps with returned side curbs may be used only where pedestrians would
not normally walk across the ramp such as where there the adjacent surface is
plantings, other non -walking surface, or the side approach is substantially
obstructed.
21. The typical 2'x4' truncated dame pad shall be placed with the shori dimension
(5' max) perpendicular to the curb. See curb ramp typical details. Truncated
dome pads shall abutt the back of the curb (ICC/ANSI A117.1 Fig C406.13.2).
22. Curved truncated dome pads are permitted when ramp width is greater than 4
feet.
23. Color contrast required only when detectable warning plates are employed. (ADA
Standards for Accessible Design, section 705, Latest Edition), Recommended Min.
light reffecfance contrast is 70% (American National Standard ICC/ANSI A117.1 -
Standard & Commentary Section 705.3, Latest Edition). Painted surface will not
be acceptable- (See note 4).
24. Place a 1/2-inch expansion joint where the Concrete curb ramp joins/abuts the
curb.
25. Curb romps through median islands, single ramps at dual crosswalks or limited
right-of-way situations will be handfed by special details. Consult with the Town
Engineer.
26. When construction is on a NCDOT Right -of -Way, construction shall conform to the
latest edition of the NCDOT Roadway Standard drawings.
27. Construction of curb ramps shall conform to the latest edition of the ICC/ANSI
Al17. Chal}trr 4 Accessible Rouses.
?$. Caro ramp$ shall be provided at locations as shown on plans or as directed by
the enyin"r- Curb ramps shall be located as indicated in these details; however,
the laeation may be adjusted as directed by the engineer where existing light
pules, fire hydrants, drop inlets, etc. Affect placement. At these locations, not less
than 2 feW of full height curb shall be placed between adjacent ramps.
i
1t9. Use air antra n$d 3000 psi concrete with a sidewalk finish in order to obtain a
rough non-akld type surface.
30. Crosswalk wldihs and configuration vary but must conform to traffic design
standards.
31. Place dhe inside pedestrian crosswalk lines no closer in the intersection then would
be established by bisecting the intersection radii, with an allowance of a 4'x4'
rrrpn*puerincj space (2003 ICC/ANSI a117 Commentary. Fig- C406.6 & +406.10) in
the vVhi4;Ulpr `revel way when one ramp is installed.
32. Plum.* oll pok*rnent markings in accordance with the latest edition of the Manual
of Uniform Traffic Control Devices (MUTCD) published by the Federal Highway
Adminfstratlon and the North Carolina Supplement to the MUTCD.
33. For asphalts greenways transition greenway to concrete to enable truncated dome
placernenil.
34. Concrete must come from a ready mix concrete truck to ensure mix meets air
enlroinmeni requirements. No site mix or sakrete mix allowed.
35. Tha tongltludinal slope within the crosswalk shall not exceed 5%.
0URHhW M#1 cilftll6works City of Durham, NC Volce019)560.4326
I�II C Hr11 Plaza
_rFa rr,. M t27701 L'SE VYV Th ThiE STANDARD SPEC4FICATSONS ONLY www.dur#ramnC.So+'
C■ r R B RAMP STATE: DETAIL A
V3Jg1 To SCale 4 05.24
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PLANS PREPARED FOR:
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DlAeL htJ IIDT T4 R'JI F_ SEE srw:GARn e40-54
,! Y SHORTENED AROUND OPENING IN TpP SLREi, AOOIT3QNRi VARIABLE
F FOR MANHOLE COVER 8 ERAA[E p4 &RAS 'A" HEIGHT BRICK MASONRY, OPENING IN TOP SLAB,}
r7 PLAN OPTIONALPLAN OF FRAME LSPACE[} Ft'
C. r0 C. MAX. DEPTH OP THIS STRUCFOFLE FROM TO? OF ROl"T UAF SLAB TO TOP
' WITH GRATE & FRAME REMOVED 1r"�r� rr 11"�r� r BRICK MAYBEp3cp ELEVATION. IS .12 FEET.
IRON .... CAST � TO An.lusT FRAME &
C* � G COVER TO SDRFACSF
BRIG( COPING[INCIDENTAL} W ELEtiATEON leax. qa BAN
PLAN OF GRATING � _
TOP ELEVATIOILL ND Lit 2 r � 31 f4 1 r CAST IRON
o d 0 --
a ST3}. H40,16 FEiAME
�. t...� OUTLET PIPE J
&
�•�- GRATE
�� Af!4 BAR Q [ OR F 11�'r CL
... N < �- .. '�j8 rr �$rr •{err �l�rr � Q � INL£F PIPE - SECTION F"I Q Eli
W. DOWEL � F, �
Q � Trr 1„ err �!I � U3 C-C OR 0-0 V Cp
x [ I QpCr� o� - SECTION X•'X ax¢ co
3'- 33A 2r -33/4Ell Z
Z) 2ro aTYsrrsLnus AND rsrYrs ra .�uRCTTaEa eo SLAB IF 0 �
Qtill %8" Q 4IMEVSTDN5 OF 8❑x RND PIPE nEINfQRCEME NT �NrOP 54.A5 R rE CtfRIG vARE75� lip?AL Ct1A,NTITIE5 [SE71iC7idN5 fDR 0.4E Q 2
............ G" PYPY SPAN WI➢'H Fi[IGI1" E7AR6 "A" DIMENSION S C IN BOX RG% A}!9 Si ABS PIPE CO.YRS. W � F
DOWEL � Iil� 7 � r1 '1 • - � ;� [] co � [j
Ta SE€ NOTE 73(riTEL [SEE NOTE) MAX. PIPE THIS SEDE - tE;" "" ... .. ......... ..... ..... ..... }a.............T.(.�. }��. .. ................... . 'Y�.'2r•2'r�i'Q ¢ YEN EXP. J6INT ❑ A E3 ri NO. LfNGTH f F Fi�OF �r;I. RE NF MIN.Y�rt'� G,S, R, G, ¢ C1E
. S � CT 11J1 W H H TOP {)TTOIf
5EV i ION A "]C SECTION Y- 1 ----
_._............. ..._ .. � �"'� �.-• 7 " g.72" 2'-0" 2'•0" 2'-3" 12 2' 9" 3'-0" 3'-O" 0.167 0.587 ❑.185 22 0.750 O.p15 0.024
< � Q 15" 2'-S" 52 0.196 0.395 0.204 24 0.902 0.023 0.03G Q Q
DIMENSIONS AND QUANTITIES FOR DROP I3JLET18ASE=D 013 MIN. ]i[I6HT, H} 2�77�T Q Sr37 •r r 18" W. +a 0.227 0.227 0.222 30 1.04-15 4).033 0.649 Q
BILIENSI6N5 pF BOX & PIPE CUBIC YARDS UEDUCTIUNS FOR � 3'-1�4 r' N � 2r-#3�" � � � 24 3'- 0" 3'-3" 'G 3'-9" 4'-G" O.296 0.296 0,259 46 1.434 ➢.G59 0.685 �
PIPS SPAN WIDTH MIN, HEIGHT CONC. IN E30% ONE PIPE � R
� 30" 3'-9" !8 4'-3" 4'-6" 0.375 0.375 4.29fi 51 1.880 0.092 0,127
BOTTOM WALL PER co.°khrrr
b R B H SLAG FT. HT, `Lw ui!r11uls C'M' R•C' 31 err 2r"6r1 (r 36" 4'-D'• 4'.0" 4'-3" 20 4'•9" 5'-O" 0.463 0.453 0.333 64 2.341 0.t32 0.178
0 O„ oQ'MEL 42" 4'-6" 22 5'-3" 5'-8" 0.560 0.560 0.370 77 2_878 0.18V 0.243
]2" 2'-D" 2 �O' D.222 0.222 0.592 0.015 0-026 LL
35" 2 -3" V.fi4S Q.023 4,03$ ►/ 48" 5'-4" 5'-4" 26 6'-3" S'-4" 1'-4" 0.743 0.743 6.407 747 3_623 0.235 0.317
18" 2-6 0.703 0. 033 0.049 SECTION E-E SECTION F-F SECTION i-Y 54" 5'•70" 5'-9" 28 S'-7" E'•3D" 8'-19" 0.E385 0_885 0.444 126 4, 283 p.297 0.4p1
24" 3'-D" 0.874 0.059 0.085 SHEET 7 bF 1 SHEET } ❑f 7 GQ" 6'-G" 6'-6" 6'•3" 3:] 7'-3" 7'•G" 7'•6" 7,442 7.942 0,431ta5 `a.984 0,387 9•a95 SHEET 7 OF 1
36" 3'-0" 2'-O" 3'-6' 0,222 0.222 0.825 0.092 0.127 EG'r 7'-1" 7`-t" 32 7'-40" 8'-1" 8'-1" 1.230 t.210 0.518 169 5-977 0.444 0.589
84D.�4 1840.15 840.31
PLANS PREPARED BY:
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
[phone], NC LICENSE NO. F-0112
1C'"1CA.�LIMIAV AR ll PL�TS
NOT USE FOR CONSTRUCT
PLANS PREPARED FOR:
CITY OF
DURHAMLL Lu
REVISIONS
DRAWN BY: CHECKED BY:
DRAINAGE
DETAILS
C701
itTNEnsioras AND CONCRETE OIIAEFYTTTES
USING COn1Cs+E 7E YIAf•
COMMON DIMENSIONS SINGLE PIP ppUBLE PIPE
0 k $ G F 5 L Yp3 M L Y03
35'• 2'_9,. 27,1,„ 9�„ 5'•6" 0,7 2' a" 7'-6" 1,4
18" 3'-7" 1'-7D'' 3'-2" 2L$" 10" 21 7" &` is" !,3
?4•' 4. 2.10" 3._5. it,_5" 2.0
3V" 5`-0" 2'-6" 4'•7" dL"
36'• 5, &„ 2,-$" 5,_6,r 4,�4,. tilt" 73''0" 3,4 $'-4" E6._0,. 4,5
42" 6'-2" 1'-1 6' d" 51a" 11k't" t2' 9" a 5 5' tb" IB'-6" 6.0
46" 6'-9" 3'-5" 7'-2" 5-%" 4132" 1q' A" 6.0 6'-$" 21' 0"
-SEE
wSEE SHEET 3
0.
irF
r I
PtAN
�
F
BEET 1 OF 3
838.01
Ca7K M M?7[m:�� . 6,A s. DPTIO(xAL LIANHULE F¢
4d(• a rti'OJ i Pctr� 1 F ,F.tpy��r_ rl d d � . E d d �
r--1 CJEPRESSIOAi �H--x cEta
RAz NOTES: H--
MkY+IL7F r,L. oFd� :nFl� �6 '�'•�' IFI (F'E R'E FI r�1X IrER$ I'�" ¢ �}
v � G Z cc s ca
W S��L�. L4k -0"L'4 TriS11 4if'RLY R71H �r4r PS'RJrW i'IPr97, � 1-"1 ¢ C}L4IAFCR ALL EJCr^OS`e5 GOiiNERS ]
� I PIIP�.L>a'I�II.FFr1vn,+�nRIE>� a-a'+�*dA M�4++�I.u+l i�oax� 3'-7�gr, 1'-7'� E••�}.� Frt"'� ao�3'•x� �a°-x�
is 11 Cn � USE GLA35 "6" CONCRETE THRpUGHpVF. V]
1Z' G!-1N7 iG DC'IGTm R' TFR l.11[1 [4!l11, � 1 I CC CC �
NJ � � 2 � � Q ¢ i.L 2 ]( � � ]( OPTIONAL CON57ROCFION -MONOLITHIC POUR, 2" KEYWAY, OR � d Q � 2
Ills FDhY! Fl7p rK ta71�TAllel7e11 eF Tlli RDITIY kJYI_ N r
� 4 p
G E [] p 94 RRR DOWELS A7 52" CEN7ER5 AS DIREGTEll RY 7EiE ENGINEER, cc U'
- - I 7� if IFrtCa'I[#p (�1Eli firL at �Eti rr 0¢11 �E ILA � �i. +L� TO � �~yJ cI ' ......... � 1 �-��� "-�� � .. '• ....... id^- 2 � � L�j,f USE FORMS TO CONSTRUCT THE SOTTOM SLA6. �
lie slar ul zm_ w_ e4a_DD. J � L jj m a L .i.1 rI] }- b
�- 0710TRi[T ■[rFIDML �YAlCillltl_ ���M# -}� �L�La�,�7yl �j � IF REINFORCED CO':GREFE PIPE IS SET YN RASE SLAB OF BpK. CCQI--ram
0'J ' C1I Ci S/D m 40. ti ADO TO BASE AS BHCHf:� ON sTRNpARO NO, &40,00. O u7
� ILF ir!I�ar7a DrweEri •i6.i�6 f�lFY JYrNVGa1[YI 01C FlhVle7! � 6Ih4TQ! L8T taw. 3 F-1 � N � I , 1--1 � - - -S• � `� L ' ' � �
Y4TrYaL 2" 1ti ERIr7Ld J•.S D01LL'hDI M' T+rl i1r97Ym1. III, H1-� - / ' PROYIO£ All JUNCTION SO>:ES pYER 3' IN pEPTH WITH STEPS F �
]IGTAaL ',iTd+i CiIAlY4, OF IL YI-]Ylll dF I O_*]C IDbT OF Yb. 7eY ;iT17FFi IM k a 8 --- �p � • �.•". • - � 72" 4N CEI3TERS EN AGGGR➢ANvE WITE3 STO,
I r0W c+�=t $� (-k �, fir E� rtEa Fa E (w a# OIrtw10 R* THE EmoIErtRN, ' La x i I � � a
SEC T T OIL G - G N ` ' ADJUST THE STEEL, CONCRETE AND 8[iICIC MASONRY OUANFITIE3
BLhii CR !1L [r FL9� DDhNCIS I-_ FO ENGLOOE THE Ap9EYE0N OF T}!£ MAN HpLE {3,E, p3AOONAL PARS
DlAeL htJ IIDT T4 R'JI F_ SEE srw:GARn e40-54
,! Y SHORTENED AROUND OPENING IN TpP SLREi, AOOIT3QNRi VARIABLE
F FOR MANHOLE COVER 8 ERAA[E p4 &RAS 'A" HEIGHT BRICK MASONRY, OPENING IN TOP SLAB,}
r7 PLAN OPTIONALPLAN OF FRAME LSPACE[} Ft'
C. r0 C. MAX. DEPTH OP THIS STRUCFOFLE FROM TO? OF ROl"T UAF SLAB TO TOP
' WITH GRATE & FRAME REMOVED 1r"�r� rr 11"�r� r BRICK MAYBEp3cp ELEVATION. IS .12 FEET.
IRON .... CAST � TO An.lusT FRAME &
C* � G COVER TO SDRFACSF
BRIG( COPING[INCIDENTAL} W ELEtiATEON leax. qa BAN
PLAN OF GRATING � _
TOP ELEVATIOILL ND Lit 2 r � 31 f4 1 r CAST IRON
o d 0 --
a ST3}. H40,16 FEiAME
�. t...� OUTLET PIPE J
&
�•�- GRATE
�� Af!4 BAR Q [ OR F 11�'r CL
... N < �- .. '�j8 rr �$rr •{err �l�rr � Q � INL£F PIPE - SECTION F"I Q Eli
W. DOWEL � F, �
Q � Trr 1„ err �!I � U3 C-C OR 0-0 V Cp
x [ I QpCr� o� - SECTION X•'X ax¢ co
3'- 33A 2r -33/4Ell Z
Z) 2ro aTYsrrsLnus AND rsrYrs ra .�uRCTTaEa eo SLAB IF 0 �
Qtill %8" Q 4IMEVSTDN5 OF 8❑x RND PIPE nEINfQRCEME NT �NrOP 54.A5 R rE CtfRIG vARE75� lip?AL Ct1A,NTITIE5 [SE71iC7idN5 fDR 0.4E Q 2
............ G" PYPY SPAN WI➢'H Fi[IGI1" E7AR6 "A" DIMENSION S C IN BOX RG% A}!9 Si ABS PIPE CO.YRS. W � F
DOWEL � Iil� 7 � r1 '1 • - � ;� [] co � [j
Ta SE€ NOTE 73(riTEL [SEE NOTE) MAX. PIPE THIS SEDE - tE;" "" ... .. ......... ..... ..... ..... }a.............T.(.�. }��. .. ................... . 'Y�.'2r•2'r�i'Q ¢ YEN EXP. J6INT ❑ A E3 ri NO. LfNGTH f F Fi�OF �r;I. RE NF MIN.Y�rt'� G,S, R, G, ¢ C1E
. S � CT 11J1 W H H TOP {)TTOIf
5EV i ION A "]C SECTION Y- 1 ----
_._............. ..._ .. � �"'� �.-• 7 " g.72" 2'-0" 2'•0" 2'-3" 12 2' 9" 3'-0" 3'-O" 0.167 0.587 ❑.185 22 0.750 O.p15 0.024
< � Q 15" 2'-S" 52 0.196 0.395 0.204 24 0.902 0.023 0.03G Q Q
DIMENSIONS AND QUANTITIES FOR DROP I3JLET18ASE=D 013 MIN. ]i[I6HT, H} 2�77�T Q Sr37 •r r 18" W. +a 0.227 0.227 0.222 30 1.04-15 4).033 0.649 Q
BILIENSI6N5 pF BOX & PIPE CUBIC YARDS UEDUCTIUNS FOR � 3'-1�4 r' N � 2r-#3�" � � � 24 3'- 0" 3'-3" 'G 3'-9" 4'-G" O.296 0.296 0,259 46 1.434 ➢.G59 0.685 �
PIPS SPAN WIDTH MIN, HEIGHT CONC. IN E30% ONE PIPE � R
� 30" 3'-9" !8 4'-3" 4'-6" 0.375 0.375 4.29fi 51 1.880 0.092 0,127
BOTTOM WALL PER co.°khrrr
b R B H SLAG FT. HT, `Lw ui!r11uls C'M' R•C' 31 err 2r"6r1 (r 36" 4'-D'• 4'.0" 4'-3" 20 4'•9" 5'-O" 0.463 0.453 0.333 64 2.341 0.t32 0.178
0 O„ oQ'MEL 42" 4'-6" 22 5'-3" 5'-8" 0.560 0.560 0.370 77 2_878 0.18V 0.243
]2" 2'-D" 2 �O' D.222 0.222 0.592 0.015 0-026 LL
35" 2 -3" V.fi4S Q.023 4,03$ ►/ 48" 5'-4" 5'-4" 26 6'-3" S'-4" 1'-4" 0.743 0.743 6.407 747 3_623 0.235 0.317
18" 2-6 0.703 0. 033 0.049 SECTION E-E SECTION F-F SECTION i-Y 54" 5'•70" 5'-9" 28 S'-7" E'•3D" 8'-19" 0.E385 0_885 0.444 126 4, 283 p.297 0.4p1
24" 3'-D" 0.874 0.059 0.085 SHEET 7 bF 1 SHEET } ❑f 7 GQ" 6'-G" 6'-6" 6'•3" 3:] 7'-3" 7'•G" 7'•6" 7,442 7.942 0,431ta5 `a.984 0,387 9•a95 SHEET 7 OF 1
36" 3'-0" 2'-O" 3'-6' 0,222 0.222 0.825 0.092 0.127 EG'r 7'-1" 7`-t" 32 7'-40" 8'-1" 8'-1" 1.230 t.210 0.518 169 5-977 0.444 0.589
84D.�4 1840.15 840.31
PLANS PREPARED BY:
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
[phone], NC LICENSE NO. F-0112
1C'"1CA.�LIMIAV AR ll PL�TS
NOT USE FOR CONSTRUCT
PLANS PREPARED FOR:
CITY OF
DURHAMLL Lu
REVISIONS
DRAWN BY: CHECKED BY:
DRAINAGE
DETAILS
C701
wSEE SHEET 3
0.
irF
r I
PtAN
�
F
BEET 1 OF 3
838.01
Ca7K M M?7[m:�� . 6,A s. DPTIO(xAL LIANHULE F¢
4d(• a rti'OJ i Pctr� 1 F ,F.tpy��r_ rl d d � . E d d �
r--1 CJEPRESSIOAi �H--x cEta
RAz NOTES: H--
MkY+IL7F r,L. oFd� :nFl� �6 '�'•�' IFI (F'E R'E FI r�1X IrER$ I'�" ¢ �}
v � G Z cc s ca
W S��L�. L4k -0"L'4 TriS11 4if'RLY R71H �r4r PS'RJrW i'IPr97, � 1-"1 ¢ C}L4IAFCR ALL EJCr^OS`e5 GOiiNERS ]
� I PIIP�.L>a'I�II.FFr1vn,+�nRIE>� a-a'+�*dA M�4++�I.u+l i�oax� 3'-7�gr, 1'-7'� E••�}.� Frt"'� ao�3'•x� �a°-x�
is 11 Cn � USE GLA35 "6" CONCRETE THRpUGHpVF. V]
1Z' G!-1N7 iG DC'IGTm R' TFR l.11[1 [4!l11, � 1 I CC CC �
NJ � � 2 � � Q ¢ i.L 2 ]( � � ]( OPTIONAL CON57ROCFION -MONOLITHIC POUR, 2" KEYWAY, OR � d Q � 2
Ills FDhY! Fl7p rK ta71�TAllel7e11 eF Tlli RDITIY kJYI_ N r
� 4 p
G E [] p 94 RRR DOWELS A7 52" CEN7ER5 AS DIREGTEll RY 7EiE ENGINEER, cc U'
- - I 7� if IFrtCa'I[#p (�1Eli firL at �Eti rr 0¢11 �E ILA � �i. +L� TO � �~yJ cI ' ......... � 1 �-��� "-�� � .. '• ....... id^- 2 � � L�j,f USE FORMS TO CONSTRUCT THE SOTTOM SLA6. �
lie slar ul zm_ w_ e4a_DD. J � L jj m a L .i.1 rI] }- b
�- 0710TRi[T ■[rFIDML �YAlCillltl_ ���M# -}� �L�La�,�7yl �j � IF REINFORCED CO':GREFE PIPE IS SET YN RASE SLAB OF BpK. CCQI--ram
0'J ' C1I Ci S/D m 40. ti ADO TO BASE AS BHCHf:� ON sTRNpARO NO, &40,00. O u7
� ILF ir!I�ar7a DrweEri •i6.i�6 f�lFY JYrNVGa1[YI 01C FlhVle7! � 6Ih4TQ! L8T taw. 3 F-1 � N � I , 1--1 � - - -S• � `� L ' ' � �
Y4TrYaL 2" 1ti ERIr7Ld J•.S D01LL'hDI M' T+rl i1r97Ym1. III, H1-� - / ' PROYIO£ All JUNCTION SO>:ES pYER 3' IN pEPTH WITH STEPS F �
]IGTAaL ',iTd+i CiIAlY4, OF IL YI-]Ylll dF I O_*]C IDbT OF Yb. 7eY ;iT17FFi IM k a 8 --- �p � • �.•". • - � 72" 4N CEI3TERS EN AGGGR➢ANvE WITE3 STO,
I r0W c+�=t $� (-k �, fir E� rtEa Fa E (w a# OIrtw10 R* THE EmoIErtRN, ' La x i I � � a
SEC T T OIL G - G N ` ' ADJUST THE STEEL, CONCRETE AND 8[iICIC MASONRY OUANFITIE3
BLhii CR !1L [r FL9� DDhNCIS I-_ FO ENGLOOE THE Ap9EYE0N OF T}!£ MAN HpLE {3,E, p3AOONAL PARS
DlAeL htJ IIDT T4 R'JI F_ SEE srw:GARn e40-54
,! Y SHORTENED AROUND OPENING IN TpP SLREi, AOOIT3QNRi VARIABLE
F FOR MANHOLE COVER 8 ERAA[E p4 &RAS 'A" HEIGHT BRICK MASONRY, OPENING IN TOP SLAB,}
r7 PLAN OPTIONALPLAN OF FRAME LSPACE[} Ft'
C. r0 C. MAX. DEPTH OP THIS STRUCFOFLE FROM TO? OF ROl"T UAF SLAB TO TOP
' WITH GRATE & FRAME REMOVED 1r"�r� rr 11"�r� r BRICK MAYBEp3cp ELEVATION. IS .12 FEET.
IRON .... CAST � TO An.lusT FRAME &
C* � G COVER TO SDRFACSF
BRIG( COPING[INCIDENTAL} W ELEtiATEON leax. qa BAN
PLAN OF GRATING � _
TOP ELEVATIOILL ND Lit 2 r � 31 f4 1 r CAST IRON
o d 0 --
a ST3}. H40,16 FEiAME
�. t...� OUTLET PIPE J
&
�•�- GRATE
�� Af!4 BAR Q [ OR F 11�'r CL
... N < �- .. '�j8 rr �$rr •{err �l�rr � Q � INL£F PIPE - SECTION F"I Q Eli
W. DOWEL � F, �
Q � Trr 1„ err �!I � U3 C-C OR 0-0 V Cp
x [ I QpCr� o� - SECTION X•'X ax¢ co
3'- 33A 2r -33/4Ell Z
Z) 2ro aTYsrrsLnus AND rsrYrs ra .�uRCTTaEa eo SLAB IF 0 �
Qtill %8" Q 4IMEVSTDN5 OF 8❑x RND PIPE nEINfQRCEME NT �NrOP 54.A5 R rE CtfRIG vARE75� lip?AL Ct1A,NTITIE5 [SE71iC7idN5 fDR 0.4E Q 2
............ G" PYPY SPAN WI➢'H Fi[IGI1" E7AR6 "A" DIMENSION S C IN BOX RG% A}!9 Si ABS PIPE CO.YRS. W � F
DOWEL � Iil� 7 � r1 '1 • - � ;� [] co � [j
Ta SE€ NOTE 73(riTEL [SEE NOTE) MAX. PIPE THIS SEDE - tE;" "" ... .. ......... ..... ..... ..... }a.............T.(.�. }��. .. ................... . 'Y�.'2r•2'r�i'Q ¢ YEN EXP. J6INT ❑ A E3 ri NO. LfNGTH f F Fi�OF �r;I. RE NF MIN.Y�rt'� G,S, R, G, ¢ C1E
. S � CT 11J1 W H H TOP {)TTOIf
5EV i ION A "]C SECTION Y- 1 ----
_._............. ..._ .. � �"'� �.-• 7 " g.72" 2'-0" 2'•0" 2'-3" 12 2' 9" 3'-0" 3'-O" 0.167 0.587 ❑.185 22 0.750 O.p15 0.024
< � Q 15" 2'-S" 52 0.196 0.395 0.204 24 0.902 0.023 0.03G Q Q
DIMENSIONS AND QUANTITIES FOR DROP I3JLET18ASE=D 013 MIN. ]i[I6HT, H} 2�77�T Q Sr37 •r r 18" W. +a 0.227 0.227 0.222 30 1.04-15 4).033 0.649 Q
BILIENSI6N5 pF BOX & PIPE CUBIC YARDS UEDUCTIUNS FOR � 3'-1�4 r' N � 2r-#3�" � � � 24 3'- 0" 3'-3" 'G 3'-9" 4'-G" O.296 0.296 0,259 46 1.434 ➢.G59 0.685 �
PIPS SPAN WIDTH MIN, HEIGHT CONC. IN E30% ONE PIPE � R
� 30" 3'-9" !8 4'-3" 4'-6" 0.375 0.375 4.29fi 51 1.880 0.092 0,127
BOTTOM WALL PER co.°khrrr
b R B H SLAG FT. HT, `Lw ui!r11uls C'M' R•C' 31 err 2r"6r1 (r 36" 4'-D'• 4'.0" 4'-3" 20 4'•9" 5'-O" 0.463 0.453 0.333 64 2.341 0.t32 0.178
0 O„ oQ'MEL 42" 4'-6" 22 5'-3" 5'-8" 0.560 0.560 0.370 77 2_878 0.18V 0.243
]2" 2'-D" 2 �O' D.222 0.222 0.592 0.015 0-026 LL
35" 2 -3" V.fi4S Q.023 4,03$ ►/ 48" 5'-4" 5'-4" 26 6'-3" S'-4" 1'-4" 0.743 0.743 6.407 747 3_623 0.235 0.317
18" 2-6 0.703 0. 033 0.049 SECTION E-E SECTION F-F SECTION i-Y 54" 5'•70" 5'-9" 28 S'-7" E'•3D" 8'-19" 0.E385 0_885 0.444 126 4, 283 p.297 0.4p1
24" 3'-D" 0.874 0.059 0.085 SHEET 7 bF 1 SHEET } ❑f 7 GQ" 6'-G" 6'-6" 6'•3" 3:] 7'-3" 7'•G" 7'•6" 7,442 7.942 0,431ta5 `a.984 0,387 9•a95 SHEET 7 OF 1
36" 3'-0" 2'-O" 3'-6' 0,222 0.222 0.825 0.092 0.127 EG'r 7'-1" 7`-t" 32 7'-40" 8'-1" 8'-1" 1.230 t.210 0.518 169 5-977 0.444 0.589
84D.�4 1840.15 840.31
PLANS PREPARED BY:
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
[phone], NC LICENSE NO. F-0112
1C'"1CA.�LIMIAV AR ll PL�TS
NOT USE FOR CONSTRUCT
PLANS PREPARED FOR:
CITY OF
DURHAMLL Lu
REVISIONS
DRAWN BY: CHECKED BY:
DRAINAGE
DETAILS
C701
PLANS PREPARED BY:
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
[phone], NC LICENSE NO. F-0112
1C'"1CA.�LIMIAV AR ll PL�TS
NOT USE FOR CONSTRUCT
PLANS PREPARED FOR:
CITY OF
DURHAMLL Lu
REVISIONS
DRAWN BY: CHECKED BY:
DRAINAGE
DETAILS
C701

0
O
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I
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0
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ALL CONSTRUCTION SHALL BE PER
CITY OF DURHAM AND/OR NCDOT
STANDARDS AND SPECIFICATIONS
N 1476 Pro~ by ALLY v-x OpnSyll-
5!]LYENT VELD CAP
qjSGH 40 PVC RI5ER
PIPE (1E+IGTIN VA RIE'S)
5r,H 40 Pv0 #%
B-Me (Wxr)
FEMALE END OF BEND
# 5CH 40 FWC PIPE
OF_IQTF3 YAI i1 %-
S0LYD4T DLO W-
4' SCh 4-D PVC PIPE
SC- 40 PVC 5MVENT WEI ED ViT
r . ep PMAfito W&&:L t olir
#' SG1•I #Q PvC PEE ' �
PROADE TRANSITION BEDDING PER
GASKET/RTTIIiG AS DFTA11 _ 711.01
NECIMARY
#",r' ALQNC, #' SCti IO PVC F'�E
VERn Cn AXIS �
QEGGf� S9E #5' D9 TAIL F31.U7 11 I�TIO CAL iL A 7i1
D. 4.5' M J ti
Iw-LINE WE
PRO. OP MAIN
APPLCATON
4c.lal}IYC SEE I}EirrlL F3M.Q7 1
auerlr~ 4' Illia11IL
w.L,.i1Yr,YrrrrrirYlOi#y of Durham* NO
Liwt dr.
Vjlft m.PLC,0"JI LW'MrTN T,C ST&MIO n Za IX '-VrOnKraY
STANDARD SEWER MAIN
LATERAL STUB OUT
,vim:. ••:yiSvd " rPPM4 Cwi.ullhiQ Engr) tr'7 - wrrr
4- 5OH 4Q PVC PIPE
APPRMD 45' PVC
5AUM Wig (WR J4)
-45' ALONG WRI11CXl AV3 -
05CAMLfSS STEEL BA+HM-
SEEONG SEE
4dip PYpvkW ht PPIi.l Ckm uIllnq Fr5in.nin - Rv A.ap}nn,ngnmruoorr
-
€r 1AE T NON
TIRAPE1 r4gA$
T�RAFFI�
AREAS
�W
SEE 31 23 17
TABLE FOR WiNIWUk1
i SEC
31 V 17 1ADLE FXA
COMPACTION LIMIT'S i
MIM1,16 0MPAO11ION LILGT$
:.
��
+
N.
I
.
T�IV•i
$'
T•
J
r�
sq
COMMON EAAIVH
Qwr5 E Of STREET I
'
O0INO" EART1•r $ACKFLL
u
�
i
R{w (TAM # OF
31 23 i3r) I
IN A` LIFTS IN STREET
R/R [TASLE 4 OF 31 2.3
P
t
1
_
12- QF 0ELEGT) }
INITIAL EARTH
17] OR EmChvATABLE
FLD AIIILE Fit [SEE 31
23 1?. SEiCTON 2.1}
BAV4RLL
(V LIFTS IOA•K)
tv
12 OF [SELECT) INITIAL
}�
EARTH BANF1LL
3 w
'
i
T-ter'•,
(6- LIFTS PJAx)
I
TOP of PIK
TOP OF PIPE
RT
STONE GACK�•LL
r
-3
`PIPE
AH97=13P
[1R�4FFIC &
u
.ION-
A-I`F� AREA5�
fv
12- C-RkoTY rr1P _ 12-
s
H,4EINp rem TQ r ik ff 11 CLEAN TE No
SRRINGUNE FOR BEUDINC- 4�
FOR �
HAUNCHING_ &
BANFILL (TRAFFIC
AND NON -TRAFFIC
3"-0' TYPICAL AREAS)
CIR r}' IF ROCK - -•-•___--
IS ENCOu"TEKD k
(NOTES 2 & 3)
I-
I: -
t I-
LPNDISTUFWD SOL - -' DEPTm whR1ES
SEE NOTE •
F0um0ATICN STONE 'r
PE�uIAIZO {MF_ ALn
MOTES: oETriL nj C12IU
1 , Foundailon atone shol I he required wherl Solo condi Hon-s oe* urlatiltable.
2_ An addllional 1 Inch depth of he -riding mcdaeial will be required for
eaoh a 6dilfana 1 2 i mst of i renrh depth in eM t: aim bf 16 feel up I& o
3. She sp er i F itati*eks $1 2� 17 $*.:fic>n $ . F 2 b rddi nq rdlgW ir4 m 1�r1t$ 04
f5a>{I{lin.� d¢pfh r*late$ 10 piPip m4teri41.
4. $4e WWI Q01,01 where Ir mct, rack is envy Wn tared for raxq u ir4d
alga runces. Increase depth all bc0o m re Ia Pas to bury. (I4ot$ 2 a bave )
DURHAM ftA 4f V" I" Yaruvw." VIR419191 gpl-?9+
40O Rb1 LokoDr City of Durham, N
Du,font X.C. 2r. fli LS•_ e- 11- '-{ S'{�GJlla irCZ,0 }--045 C!'LY wa%w, rrtyrnne Imr
SANITARY SEWER LINE TRENCH "7bSt*a• ,7�1I.o'1
} (TRAFFIC AND NON-T AF1* ID AREAS) �F� M� � I cd $
tor:MW DrluOi P-&rddX Dy iPPIA?d C7 it llury EnyF4c•3 A,r •• . . .. .. ..:n-
t
�+ r
F=X. PVC MAIN
APPLICATION
d- P;H aQ PVC PIPE
PROSE TRANSITION
GASKCT/n TT1rtG AS
n£OESSARIr
45' AL0NG
VERTICAL AK15 �
BEDDING SEE 4 ��
DET,� 7}1.Q1 r,� r SS REPAID COuDUI40
S[H 40 PV:.
SCH
r x �
t3fNQ
Oi 45' MJ IN -LINE -W
EEC., DP MAIN
J / APPLICATION
a
NOTES9
APPMVM +5-
1. The leill length of the $ervii:9 trench 5WI be Compaci*d in 5" layers with rrlethatlitol
x•rE FITTING IFATH
iarrlp,
GAWT & 1,W
2, 5olrivnl cement for P*C pipe and fittings t4 be ASTV (]-2554
LIP ONLY
3, PVC wker bend, loteraI r & glean-owi a25embP r mU51 be kwdded in #157 ;ianr-. Bedding and
PRO. MMAIN
handNng cf eervfco pipe rrival comply wllh Claea B bedding (Sae beddirrp datail Tar graxily
mains,)
4. InHlol Inalullatlon by Clay or developer shall be io o "W within 5' or Idp*�L a! 1�KNF inq
QFamund,
APPLICA71ON
MING SEE DETAIL ?37.OI
5. 5ee detail 733,02 for Fneiallai6m rsquirementE requlrW by plumber,
8, Six Frrch eerwlms shalt connect Fa manholes; not to maln. Sae detail 7M,03,
Ybk* IM2I SOD CAI
DURHAM
rs.M 0I yMPWM rwFrrt JI it/'� Vi" rkplM#i�4-MI
1i174 W � �irl���
La4�r, Cr
vwr_dwhonvw_V r
K }
15_rhm.NL' irm LW WKILI TW IffAMkM SPrLFi£✓IS M%a%% _ Mrxh� hh 9R
OCALL: DLrY_ r
Md T¢&Eft x733.01
STANDARD SEWER MAIN
SCA":
Awl T4�5u4
CWALA
,71:3.DI
IIU%r MM rk 4: 6:-" r a
raA.zP,F I- W
1
iRB 9 BLATERALSTUB
OUTRL5
1161 17'
Foh.2NT
MMETR
Z a 2
TON DOYM ELODW 1M TH 55 INSECT
SCREEN (LOCA.TE PER DRAYdIgC5)
I
ENCASEMENT
FIN. rRAPF r.
PIPE
2- GAILY. VEITT RIPE (1 PER CASING)
_
AT RIG„ END C SEYPER MAINS ONLY
WHEN aIRECTM WE QATY EN(*WER}
Q' BRICK PATH TYPE M OR S MORTAR
END 5EAL VATH F' VW FYG ~REEF}
'
HiH.E AT QQTTOU OF EM 5EAL (ON
POTH ENDS CF CHGAWWENT)
TYPICAL 18• JdNY
-5
�,rMIMR PIPE
+' NORM ArL SPACJNG FOR SIPIDERS
' 15 3 PER 113' LENGTH OF FIRE-
FAY
CHE SUGPIO2T V EACH BW
.AND A SUPPORT AT V aNTER.
PLACE n10n1_WOWN VIL19A
FAURIQ OVEM WEEP HOLE
PLACE 1 TO 2 CF i57 STOW IN
WAd-VOWN FILTER FABRIC RAC 81
PLACE W 5RUG OWER Y€EP HOLE
IYKF 1 GS
Orqqvt *n�9S*rn9slf �[�* fl7F
r"wir#d for ease of lnstalliatlon,
(SEWER �IJtJNS ONLY]
2- 5tee1 plpt Iv be 36.000 Pal min,
yield a1runQth, grade e.
3- MI exposed mffhul 10 be cootad
STEEL OJCAMMENT
with @pGxy ar as altic malerlvl.
WALL
PIPE WY NE
Fnllre spider a11a$mbly
PE PLAII45:
to be bituminous coaled after
f alarlaollon.
INSIDE DAME TER Cf
4. Field rnod;ly ae required to
Eh.CA:SEMENi PIPE
provide deWgn -slope In carrier
LESS 1-. SEE C43.02 - -
pipe'
FVR V21HO OF
S. See -D$1all No. G07.02, for µSitiehg
ENCASEMENT PIKES
Table for Steel Pip4 Envpsements"
.3/4' 04AMETE7
6. Ecith *pidor l4 In copped with
STAINLESS STEEL BOLTS
polymer shoe iv pr+prgnl damaging
WEEP HOLE
the Spidorr pnld the encaaern@nt
(1' GALY_ STEEL PIPE)
Q$ xaxu e.$ PrOVId-R e030 of
SECTION A -A
rRmpY4M of the carrier pipe.
G4� Rr++4h1
wtt of l.tor r�nn1 � Durham, WO- "HW150-LW
W e
1lgF MY I LYE cv.
euihkn% N.C.rr*L
'.pst Will -H! SrA400Z 51lVWrA1KnG UWY vwmdix1„rc. w
STEEL PIPE ENCASEMENT FOR
�
=Co 01
I tl q L
WATER AND
SEWER MAIN
R
9
a rc ar .ns.y
F,� �
*0 1
n IL Mid by kM AM _wmuiI na Eno In Sri - �w
PLAN A
I'
r t
I t
--I, FIELD
PNVE;tT
DART WANI FACTURER WOdEL
ar ;
r`/ .
•� � o
4 '+
�Y f r
PL,km I1
FLEWILE RUBBER QOOT r%ST*
C923 %/STALNLESS STEEL
C NPRESSQN BA41D 04ND CLAMP&
5EE DEiha 732.01
PLACE "MPKTED No 157
STOK ABD)ND ALL 6DUT5
175E !' 01A. IMAHHQLE WX
MINGU1IM EXTENDED OA3Z WMEN
MANHrIIE QEPiH EXCEEDS 113'•
A C drm
�4
FLAN B
�5i STORE
O&DLOOD BST
. +.
GEaaOTES FLOWPLAN V
STIMN A -A
$HELF-
-- PLACE GROvT ARCuiv
,ALL OPENINGS
r D UR NhM OWL 4+irriW,IftnMpnwo- I D ICI r h �1� VC" MINO 3 M
11*2 Y4o1 Lr bDr. City �
uuih.ra, X.L. Zr7L4 : x 4i1I11 319!WP:iThVM 1: rMy wwwALn1wnrr_Qrr
TYPICAL SEWER INVERT Hcdiuscmh . ��
SCHEMATIC FOR MANHOLES `7 1,dr.�
L
r r •• -nWllu q 1nglargFa - ^'�^.4Ra 9nMq+r 4R*F Gar
i--51iE5 MAR,'. AS DIRECTED BW ENGINEER
df
WANHQLE QDYkR ¢1 RING O-AS11NC.
WE AppROSF D LEA. WRIAL 1 a5 r FOR
WN. 1 1/2 ASP IALT (TYPE W.W) QR
PER OITV OR NCDOT REMIREAIENT5-
VMIQHEVER APPLIES. (OVER ATE
• L------------
-03M CRETE BASE
MANHOLE CAST (512E VARIES)
-COAPACTED STORE - FULL
ATM TO BOTTOM Of
La
"CRE TE COLLAR
,,,
44) 1' QIAMIZIER HEILES PER
a
M
b
PRNA5T MANQFA.OTIJREFt
i
{5a NQTE 1
-
RISER RING DIREOTL%f UNDER
= L.L
OIL-ST1NC TD EIE MAY i THICK
us
a
POLYIJRETHIA.IE JOINT
'5EALIDR/AV [7U'9
1E i
AuSHEA CMPOEPTE ADJUSTMENT
� w
RISEMRS. ( A M UMl ALLOWABLE�
43
x
ExCEED 3 INCHESX
w
OL
JB$ R C0I P'O ITE
:),JEJSWENT RISERS,
�
POLYURETHANE JMN7
SEALER/APHE!5IvE
fTIEiISTING OR E0 PRECAST
(CONE OR FLAT TOP)
NC)TE,
1. See ;are-Approwed Product Llet In -specs far grade ri-n9s Manufacturer.
2. Ringe may be tapered to provide ironayerge grtode on manhole framsil,
3. InalallaliDn let fallow manufocluear-s guldellnes.
IDU RHAM oapL -PP Mkr Nmm;pn.n1 � � IJ� � � rw7� we"PH6j #F 4w
IWD rr.I LnIw o•.
L:urh,m M.C.T7r-L isr mrlr u1c rrwwsraa rpr[rrC.;1 %. -rwndim I:=rrm;Qov
MANHOLE ADJUSTMENT Baal s=„r 'XTo&4cai
rrr Sr�+r :c.o:2
�1r.h n�a IN PAVEL] STREETS (IN rRA-RI ER) 1 � T[: S11r�Cr ;
PLANS PREPARED BY:
R# C%f C
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
[phone], NC LICENSE NO. F-0112
I9OLIMINARY NOT USTS
E ]FOIE CONS`1CP�I7('TION
PLANS PREPARED FOR:
CITY OF
DURHAM
V J
I-
Z
LU LU
J
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L.L >
U O
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LL Lu
CD
I.ML 7
W
0
REVISIONS
DRAWN BY: I CHECKED BY:
UTILITY
DETAILS
C702

O
O
O
ALL CONSTRUCTION SHALL BE PER
CITY OF DURHAM AND/OR NCDOT
STANDARDS AND SPECIFICATIONS
z
rwoo
- -n co
o
rn
>
-n>>m
SCn00
0--n
• UTjdH
C7A A
co'-'
O
MATTING IN DITCHES
NPOES SZon nraler Discharge PermRfarCaWns=kim Acli ibe-s 114CGC1)
NCDENrUDiwision Qf Ener:jyr. M0nard! and L;Pnd R6swrms
STA& LIZATION TI M EFRAMES
tEir.c&. dug. 1. 2011)
SITE AREA D E S C R3PTION
STAE & ZATICM
Tim EFRA141E Exc EPT oims
Perimeter dil[es, swales, c3tGlles, slopes
7 days
None
R
High Quality Water (HOW) Zones
7 days
None
Slopes steeper than 3:1
7 days
if slopes are 10' or less in length and are
not steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter
14 days
7 clays for stapes greater than 60' in length.
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones.
QF
rc
LLJd1 Y
OC]vy=
W¢ I
��aC�C7
~zW
/� i CENTER$ v% u a_j
/�aq% IN TRENCH ! .................. o v us
yw
I �
] L S" MIN
)
MATTING SHALL BE STAPLES 014
PLACED IN TRENCH '`� - 1CENTERS
AND BACKFILLED IN TRENCH
_ 18"
BACKFILL-
6"
IIezW.1
EXISTING
GROUND
STAPLES ON
LL z
-._.-...__.........-...........�..
,
C7
y
r r.
............. . _
..............
-r r:
Ii
...:..:::::.......::::
- -
f
..............................................
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CA
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............... .... .....! �.�_ .... .._ ..T. _ - - - __ _
^.i
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=:................
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d
........._.............._...
varTr>
...............
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NOTES
THIS DETAIL APPLIES TO STRAW, EXCELSIOR, DOIR FIBER MAT MD PERMANENT SOIL REINFORCEMENT MAT
(P$RM) IN$TALLATION AND AS DIRECTED•
_. .
STAPLES SHALL BE NG. 11 GAUGE STEEL WIRE FORMED INTO A "U" SiAPE WITH A MINIMUM THROAT WIDTH OF 1
...
INCH AND NOT LESS.THAN 6 INCHES IN LVIOTH, ..,
�
SHEET 7 OF 1
1631.011
i NOT TO SCALE 163 1 .01
z
o�
NOTES
d
USE CLASS A EROSION CONTROL STONE
v
FOR STRUCTURAL STOKE.
EARTH BERM
cc -
USE NO. 5 OR NO. 57 STONE FOR
I- a v
SEDIMENT CONTROL STONE.
�
Q`
¢
rU-d
CONSTRUCT TOP OF BERM A MINIMUM OF
0 o
PIPE
0
ONE FOOT BELOW THE SHOULDER OR A
A
•H
DIVERSION POINT. l
T
o -----
--- 1
� : FLOW #
L
PROVIDE A TOTAL SEDIMENT TRAP L_____
0
�w �, _______ 7
VOLUME OF 3600± CUBIC FEET PER ACRE
OF DISTURBED AREA. SOME OF THE
LU
REQUIRED VOLUME MAY BE PROVIDED
QOO �Q
CL
BY UP OR DOWNSTREAM CONTROLS.
Y�(� °
>'
CL
L
STRUCTURAL STONE
z ~
Ir
..
.. ...
z
SEDIMENT CONTROL
STONE
LU
p
PLAN
Cz 0
¢ W
2' MIN.
LI]
EARTH BERM
F F-
STRUCTURAL STONE
UJ
12" MIN
12"
18 MIN.
v
SHOULDER
12" MIN,
-D*
DIVERSION POINT
Z r?., 18"
e`r FLOW
Q MIN.
A----`--
----__-
7'-6" MIN.
SEDIMENT CONTROL STONE
PIPE
D"-24" PIPE MAX.
SECTION A -A
SHEET 1 OF i
1635.029
UPSTREAM END OF
STORM DRAIN OVERFLOW
A 1/3 PIPE
o v DIAMETER
..� as •.
°• - 1>
BURY BOTTOM �o
OF PLYWOOD � .... ,.._ ._., �............_ _._. _,-. I
I #
3/4" EXTERIOR
ALL PARTIALLY COMPLETED STORM DRAINS PLYWOOD
SHA L BE PROTECTED] AT THE END OF
DAY iN ACCORDANCE WITH THESE P YWQQQ INLET PROTECTION
DETAILS. STEEL FENCE POST
(TYPICAL)
UPSTREAM END OF OVERFLOW
STORM DRAIN
tl ii Ei
II •• 33 !i
1/3 PIPE
DIAA'fETER
IE i] EI - _
n 4A• D .
WASHED STONE FILTER
ACROSS PIPE INLET
p ,
op
�i
u
.A
cou�TN,
if
U
f HARDWARE CLOTH I
I u
LI STONE FILTER INLET PROTECTION
a�
ate,
Q
8' MAX. WITH WIRE
{3' MAX. WITHOUT WIRE]
..
¢¢
LL -J
¢¢ .
U- -J
v�vv,s
v�vc„M
MIDDLE AND VERTICAL WIRES
<
....
< FF--• w
SHALL BE 12� GAUGE MIN.
COJ i- 0
�- 3 ft
��-v",
zv�CC
zv�
NOTES
,. CL
TOP AND BOTTOM STRAND
SHALL BE 10 GAUGE MIN.
24" MAX .
LU
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
VARIABLE �— 14 WIRE MESH
DIMENSION � �
a
(18" MIN.)
CONTROL STONE. SEDIMENT CONTROL STONE
USE HARDWARE CLOTH 24 GAUGE WIRE MESH
2 ft
WITH t'4 INCH MESH OPENINGS.
1 ft min
LU
'
INSTALL 5 FT. SELF FASTENER ANGLE STEEL
,
_.
POST 2 FT. DEEP MINIMUM.
- -
iMv
WIRE .
Lil
ATTACH HARDWARE CLOTH TO POSTS WITH WIRE
LL
o
.
.... .
STAPLE OR OTHER ACCEPTABLE METHODS.
.
GEOTEXTILE
.. ..
HH
SPACE POSTS A MAXIMUM OF 3 FT.jr
NOTES
FOR INSTALLATIONS BETWEEN SECTIONS OF
1
/q WIRE MESH
� Ci
J
SILT FENCE, EXTENDS SEDIMENT CONTROL
USE GEOTEXTILE A MINIMUM OF
GEOTEXTILE �--�
o i••i
s fl}
STONE A MINIMUM OF 12" ON EACH SIDE OF
SPECIAL SEDIMENT CONTROL FENCE SECTION.
SEDIMENT CONTROL STONE
o
}-
38" IN WIDTH AND FASTEN ADEQUATELY
¢
t man
¢ Z
TO THE POSTS AND WIRE AS DIRECTED.
COMPACTED FILL
¢
¢UJ
D}SE WIRE A MINIMtJM OF 32"
Q
[/s
ti^ t
W
IN WIDTH AND WITH A MINIMUM
.... if1 G J
LU
„
LINE WIRE WITH 12 VERTI AL
O 5 S C
SPACING.
.._._ _ !
_ �I
I -.� {{ {
¢ i�.
_
7--ff
`4PROVIDE
rF
S'-0" STEEL POST OF
- �
I I
Q
oi-
S
tTHE
o..........................
SELF -FASTENER ANGLE STEEL
;
°C
..........................L
i4 WIRE ME-�
cc wl
TYPE.
, STEEL POST - 2' 0" DEPTH
2 #t
LU
FOR MECHANICAL SLICING METHOD
�;
�"
y
INSTALLATION, GEOTEXTILE SHALL
BE A MAXIMUM OF 18" ABOVE GROUND
SURFACE.
EXTENSION OF GEOTEXTILE AND
WIRE INTO TRENCH
SHEET 1 [}F 7
SHEET 1 OF 1
1 05.011.
1606.01
EXISTING TERRAIN
a rn
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U- -J
vo�z
LU Q iI.
a"�o�
Cc � co
� H o�
F•- y
CL H
ac 2
15.0, to 20.0' ' 0 M
�a
� m
d
Ca x
8" OF SEDIMENT CONTROL STONE
< w
NOTES ¢ (a
E-
rn �
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
CONTROL STONE. a
PROVIDE STABILIZED OUTLET TO STREAM BANK. o CL
W ...
WOOD PALLETS MAY BE USED IN LIEU OF STONE cc to
AND GEOTEXTILE AS DIRECTED. A SUFFICIENT NUMBER
OF PALLETS MUST BE PROVIDED TO ELEVATE THE ENTIRE
SPECIAL STILLING BASIN ABOVE NATURAL GROUND.
tiGT TO 5::,,LF SKEET 1 GF 4
1630.06
PLANS PREPARED BY:
R;f%fc
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
[phone], NC LICENSE NO. F-0112
II9® NOT USE ]FOIE CONS`1CT� I!C T1ION T
PLANS PREPARED FOR:
v�
h Y
d
asp
NOTES
c>C
0
1.
PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
F"`c¢a<
0
TRUCKS.
HQ l-
LLJ
2.
LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
BY ALL CONSTRUCTION VEHICLES.
a Q
3.
MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
a
PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
Q
/
4.
ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
CLEANED UP IMMEDIATELY.
5.
LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL. POINTS OF
INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
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6.
NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
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INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
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STANDARDS AND S CIFICATIO
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PERMEABLE PAVEMENT PROFILE
SECTION A -A
10
SEE CONCRETE BAFFLE DETAIL
C! SEE PERVIOUS CONCRETE SECTION DETAIL
C SEE UNDERDRAIN CONNECTION DETAIL AT SD-7
® CONTRACTOR TO INSTALL 3 OVERFLOWS
IN THE NORTH SIDE SD-8. EACH OVERFLOW
SHALL BE 3" TALL BY 1' LONG WITH AN INVERT
ELEVATION OF 336.13. HARDWARE CLOTH (0.25"
X 0.25") SHALL BE ANCHORED INTO SD-8 TO
SEPARATE THE STRUCTURE FROM THE 57
STONE IN RESERVOIR 3.
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RESERVOIR 14' MIN.
STONE \ RESERVOIR
\ \ \ \ O STONE
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OAND BEDDING
RESERVOIR \ STONE \ RESERVOIR
STONE
SUBGRADE BOTTOM SLOPE _ +/- 07/ 1IA
0.51' ITYP,I
PERFORATED TRANSVERSE PERMEABLE
UNDERDRAIN PER DESIGN BAFFLE, SE
PLANS THIS SHEET
NOTES:
1. TERRACE TRANSVERSE BOTTOM SLOPES AND CROSS SLOPES SHALL BE 0%.
TYPICAL TERRACING DETAIL
NOTES:
1. PROVIDE A TUBE MADE OF NON -CORROSIVE MATERIAL, SCHEDULE 40
PVC OR EQUAL, AT LEAST 3 FEET LONG WITH AN INSIDE DIAMETER
OF 4 TO 6 INCHES. PERFORATED PIPE IS REQUIRED FOR ALL
OBSERVATION WELLS, OR CLEANOUTS USED AS OBSERVATION WELLS.
2. FACTORY ATTACHED BRASS OR HIGH IMPACT PLASTIC HEAD WITH
RIBS TO PREVENT ROTATION WHEN REMOVING LOCKABLE CAP,
3. LOCKABLE CAP SHALL BE BRASS AND RATED FOR HS-20 LOADING
IN VEHICULAR AREAS, MOUNTED FLUSH TO GRADE. LOCKABLE
CAP MAY BE HIGH IMPACT PLASTIC THAT IS UV STABLE IN
NON - VEHICULAR LOADING AREA, AT LEAST 6 INCHES ABOVE GRADE.
4. IN FACILITIES SUBJECT TO VEHICULAR TRAFFIC, CONCRETE APRONS
AROUND CLEANOUTS ARE REOUIRE PER CITY OF DURHAM DETAIL 733.02
LOCKABLE CAP
SEE NOTE 3
PERMEABLE
PAVEMENT
6' SOLID
PVC PIPE
SEE NOTE
FINISHED GRADE
CLEANOUT WITH COUNTERSUNK
HEAD - SEE NOTE 2
PIPE SEAL GASKET (TYP.)
STANDARD 6' X 6'
SUBGRADE
TEE CONNECTION
PERFORATED UNDERDRAIN
CLEAN OUT/OBSERVATION WELL DETAIL
FINISHED SURFACE
4 Q.
PERMEABLE
CONCRETE 6
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NON PERFORATED
GEOTEXTILE FABRIC UNDERDRAIN BETWEEN
SEE PERVIOUS CONCRETE PERMEABLE PAVEMENT
SECTION DETAIL AND SD-7 (TYP.)
PERFORATED UNDERDRAIN (TYP.)
INSET A
USE AT SD-7
MINIMUM PAVEMENT THICKNESSES PLANS PREPARED BY:
ADJACENT MATERIAL
(ASPHALT, EARTH,
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UNDERDRAIN
-SEE 62 1.5 1
ROAD / ALLEY SECTION
LEGEND
IQ PERVIOUS PORTLAND CEMENT CONCRETE
PO RESERVOIR LAYER '57 STONE (DEPTH VARIES)
Q3 GEOTEXTILE FABRIC, SEE NOTE 1.
40 SUBGRADE SHALL BE SCARIFIED TO A DEPTH OF 12- AND RECOMPACTED
BETWEEN 93 AND 95 PERCENT OF THE STANDARD PROCTOR MAXIMUM
DRY DENSITY AS DETERMINED BY ASTM D-698.
CURB AND/OR GUTTER
PAVEMENT
ITEM
DIMENSION
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B.
20
8' MIN.
30
SEE NOTE I
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
[phone], NC LICENSE NO. F-0112
NOTES:
L!),ELIMINARY
I. GEBTESPLLICEFPO POINTS SHALL NOT OCCUR APPROVED
RESERVOIRVEXTENTTSD PLA S
I'+ GEOTEXTILE SHALL BE PLACED THE BE BENEATH CURB/GUTTER DO NOT USE FOR CONSTRI! '°T1ION
AND BETWEEN 57 STONE AND ALL BAFFLES AT RESERVOIRS
2. TOP OF PAVEMENT SHOULD BE DESIGNED TO
ACHIEVE 17 MINIMUM SLOPE IN ANY DIRECTION.
3. FOR ROADWAY JOINT LAYOUT, REFER TO DOOT DWG. NO. 501.01.
FOR ALLEY JOINT LAYOUT, REFER TO DDOT DWG. NO. 503.01.
PERVIOUS CONCRETE SECTION DETAIL
BOTTOM OF -
PERVIOUS
CONCRETE
CONCRETE CHECK DAM
6' WIDTH (8' WIDTH
STA. 12+40)
NOTES:
---------------- I. LOCATIONS, HEIGHTS, AND WIDTHS OF CHECK DAMS
4' MIN. TO BE SPECIFIED AS SHOWN DETAIL AND PLANS
2. CONCRETE CHECK DAM SHALL BE CONTINUOUS
(NO JOINTS).
Y 3. DEPTH OF CHECK DAM VARIES DEPENDING ON
UPPER RESERVOIR THE DEPTH OF THE FACILITY.
4. BAFFLE SHALL CONNECT CURB FACES AT WEST
EXTENT OF PERMEABLE SECTION (STA.12+39.60)
LOWER RESERVOIR
MIN.
EXISTING SUBGRADE OR ROCK STORAGE
CONCRETE BAFFLE DETAIL
CURB AND GUTTER (TYP.)
A — 6" PVC THREADED CAP
WITH 0.5" ORIFICE DRILLED
AT INVERT NOTED ON TABLE
1 OF THIS DETAIL
" GATE
VALVE
UNDERDRAIN TIE IN DETAIL AT SD-7
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TABLE 1 - OUTLET
STRUCTURE ELEVATIONS
RESERVOIR #
A
1
334.97
2
334.47
3
333.97
FRAME AND GRATES
PER NCDOT
SEE INSET A AND FOR
UNDERDRAIN TIE—IN DETAILS
SD-7
STEPS PER NCDOT
PLANS PREPARED FOR:
CITY OF
DURHAM
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