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SYMBOL
S AND ABBREVIATIONSAW
ABC AGGREGATE BASE COURSE EXISTING CURB INLET BEAUOim LAKE INDUSTRIML t; U M� � M N '%W
ALUM ALUMINUM ❑ EXISTING GRATE INLET/YARD INLET
ASSY ASSEMBLY Q EXISTING FLARED END SECTION
B-B BACK TO BACK -{�- EXISTING FIRE HYDRANT Alf - T UKAW 111111111111(is
BOA BLOW-OFF ASSEMBLY pQO EXISTING BLOW-OFF ASSEMBLY %'#v%W0NS`1=1` U%MO I %J SHEET INDEX
C&G CURB AND GUTTER pQ EXISTING GATE VALVE
J
CFS CUBIC FEET PER SECOND D EXISTING REDUCER CC I T Y OF "0'hALE10'%H
Cl CURB INLET �] EXISTING WATER METER S S
C/L CENTER LINE p EXISTING MANHOLEEAF NINE` r%O M SOL nmr%l EL 0 Allb, minift
SHEET SHEET TITLE +
CO CLEAN OUT Qo EXISTING CLEAN OUT WAI%'r. %.v U N i ir IMUKIH to A Rh 'to n)"k L IONA C1•0 �EXISTING
++ 1 IN PLAN
CONDITIONS PLAN ♦w
COM COMMUNICATION EXISTING POWER POLE C2.0 as PLAN va
CONC CONCRETE C EXISTING GUY WIRE C3.0 UTILITY PLAN
CT COURT ❑ EXISTING TELEPHONE PEDESTAL C •0 GRADING pA�ND STORM DRAINAGE LA
CU COPPER EXISTING AREA LIGHT C4.1 T DRAINAGE CALCULATIONS000001
DCV DOUBLE CHECK VALVE O EXISTING SIGN w q
DDCV DOUBLE DETECTOR CHECK VALVE ® NEW CURB INLET C`ti'•` I TE ION PLAN AND DETAILS
DEFL DEFLECTION ® NEW GRATE INLET/YARD INLET •
DI DROP INLET 44 NEW FLARED END SECTION
DIP DUCTILE IRON PIPE NEW FIRE HYDRANT
ua •
DRAIN DRAINAGE He NEW BLOW-OFF ASSEMBLY C yIV 11
65.3 PHASE 2 SOIL EROSION %0%0 LIT-ROL PLAN (WEST)DR DRIVE NEW GATE VALVE C6.0 COMMERCE PARK DRIVE EXT. PLAN AND PROFILE
EASE EASEMENT NEW REDUCER z PLAINVIEW DRIVE (FUTURE IMPROVEMENTS)
!� NEW WATER METER
ELEC ELECTRIC j I NEW TEE SANITARY SEWER OUTF L °' PLAN AND PROFILE
EOP EDGE OF PAVEMENT o p
n NEW PLUG � C7. I AND STORM DRAINAGEDETAILS
EXIST EXISTING LU
NEW MANHOLE C7.1 AND SEWER DETAILS
FES FLARED END SECTION NEW CLEAN OUT
C7.2 EROSION eONTROL E .
FH FIRE HYDRANT
_'i_ NEW SIGN •
FM FORCE MAIN
a IRON PIPE .
-
FT FEET �• BENCHMARK ' ' ' ' ' ��` ~'COMMERCE PI4RDC D L11 TREE SURVEY
FT/SEC FEET PER SEC
GALV GALVANIZED E ® BLOCK AND GRAVEL INLET PROTECTIONGV
GATE VALVE ��•® l}`�P P P � f a � �? .+�1 9 �. P ��/,f" �'
HCR HANDICAP RAMP
SILT FENCE INLET PROTECTION
�f
INV INVERT ®� Public
e, Public ATTENTION CONTRACTORS
L LENGTH EXCAVATED INLET PROTECTION y Water Distribution/ Extension System Sewer Collection/ Extension System
O The City of Raleigh consents to the connection and extension of the The Construction Contractor responsible for the extension of water,
The City of Raleigh consents to the connection and extension of the sewer,and/or reuse,as approved in these plans,is responsible for
LF LINEAR FEET
Cltys public water system as shown on this pion. The material and Chy's public sewer system as shown on this plan. The material and eontactlna the Public Utilities Department at [phone]`
o - construction methods used for this project shall conform to the Construction methods used for this shall conform to the
project at least twenty Ibur hours prior to beginning any of their construction.
LT LEFT standards and specifications of the Clty's Public Utilities Handbook. standards and specifications of the City's Public Utilities Handbook.
SEDIMENT BASIN Fal/u►etono'
MH MANHOLE City of Raleigh notify both City Departments in advance of beginning
City 0 f+ 1e19h construction,will result in the issuance of monetary lines,and
Public Utilities Department Permit# ry
MIN MINIMUM
Public Utilities Department Permit# require reinstallation of any water or sewer facilities not inspected
OHE OVERHEAD ELECTRIC RISER BASIN
Authorization to Construct as a result of this notification failure.
®
PAVE PAVEMENT o Authorization to Construct Failure to call for Insp
ection,Install a Downstream Plug,have
y Date Permitted Plans on the Jobshe,or any other Woladon of City or
ICJ Date PERM PERMANENT ROCK DAM Raleigh Standards will result Ina Fine and Possible Exclusion
PP POWER POLE — - G - EXISTING GAS LINE— iromtutureworkinihe C/tyorRaleigh.
PVC POLYVINYL CHLORIDE - - COM - - EXISTING COMMUNICATIONS LINE
R RADIUS — -UT- — EXISTING UNDERGROUND TELEPHONEVICOO."INI"ly MAP` 1_w
R/W RIGHT-OF-WAY — -UE- — EXISTING UNDERGROUND ELECTRIC
RED REDUCER - - OHE - - EXISTING OVERHEAD ELECTRIC 1" 500r J
J
RPZ REDUCED PRESSURE ZONE — -W- — EXISTING WATER LINE co
RT RIGHT FM EXISTING SANITARY SEWER FORCE MAIN QUANTITYSUMMARY
S SLOPE — -SS- — EXISTING SANITARY SEWER �•
PHASE NUMBERS
SS SANITARY SEWER =__-__= EXISTING STORM DRAINAGE 1 m
STA STATION NEW STORM DRAINAGE -X—x—}—� TREE FENCE E IN ® SURVEYORS / DEVELOPER: NUMBER LOT(S) 9 O
LOT NUMBBEE RS)BY PHASE WA U.
T TANGENT —•••—•••— STREAM --o-x-s-x-a- COMBINATION SILT/ TREE FENCE NUMBER OF UNITS WA Lu
TDD TEMPORARY DIVERSION DITCH --—-—-- NEW WATER LINE DIVERSION DITCH BASS, NIXONENNEDY, INC. K INDUSTRIAL COMMONS, LLC
3319 HERITAGETRADE DRIVE, SUITE 201 5112 DEPARTURE DRIVE LIVABLE BUILDINGS WA
TELE TELEPHONE —c c— NEW SANITARY SEWER , ORTH CAROLI 87 1 H, .C. 27616 OPEN SPACE? No Q
TSB TEMPORARY SEDIMENT BASIN FM NEW SANITARY SEWER FORCE MAIN PHONE : [phone] NUMBER OF OPEN SPACE LOTS WA
H
NEW GAS MAIN CONTACT: 8" DIP PUBLIC WATER (LF) 11180
TSD TEMPORARY SLOPE DRAIN G
HA I ELL, P.E. 8" PVC PUBLIC SEWER (LF) 215 co
UG UNDERGROUND GL GRASSED LINED DITCH/CHANNEL PHONE:
. l )1 ®1 6 090
JM JUTE MATTING LINED DITCH/CHANNEL PUBLIC STREET (LF) 41" e-8 C8G/ ti0'ROW 1,172
W WIDTH PUBLIC SIDEWALK (LF) 5' CONCRETE 1,075 cc
P PYRAMAT LINED DITCH/CHANNEL
W/L WATER LINE
C LIMITS OF CUT SLOPE
WM WATER METER F LIMITS OF FILL SLOPE
YI YARD INLET
SILT FENCE PREPAJ1 •
CONSTRUCTION NOTES cc
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE MUNICIPALITY STANDARDS, 9. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, AND As SHOWN ON THESE PLANS. UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES,
SPECIFICATIONS, AND DETAILS. WORK IN THIS PROJECT SHALL ALSO CONFORM TO THESE THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF 16. RETAINING WALLS EXCEEDING 30 INCHES IN HEIGHT (All
SHALL BE PROTECTED WITH A HANDRAIL
PLANS, THE LATEST EDITIONS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION CONSTRUCTION. THE CONTRACTOR SHALL USE SILT FENCES (OR OTHER METHODS APPROVED OR FENCING ON THE HIGH SIDE OF THE RETAINING WALL. INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO
BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY
(NCDOT) ROAD AND BRIDGE SPECIFICATIONS, THE ROAD AND BRIDGE STANDARDS, THE NORTH BY THE ENGINEER AND APPLICABLE MUNICIPALITY) AS REQUIRED TO PREVENT SILT AND
CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK, THE NORTH CAROLINA EROSION AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL 17. PROPER COMPACTION ALL FILL SOILS PLACED ON SITE SHALL BE THE RESPONSIBILITY OF CITY CODE. THESE FACILITIES HAVE BEEN APPROVED
SEDIMENT CONTROL REGULATIONS, THE FINAL GEOTECHNICAL REPORT, AND GENERAL DESIGN COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR LOCAL EROSION, CONSERVATION, AND THE CONTRACTOR. COMPACTION SHALL BE ADEQUATE TO SUPPORT THE PROPOSED USE OF BY THE CITY OF RALEIGH AND SHALL BE SO
STANDARDS. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL AREAS IN WHICH FILL SOILS ARE PLACED. THE CONTRACTOR SHALL HIRE A GEOTECHNICAL INSTALLED UNLESS A CHANGE IS AUTHORIZED BY cc
SPECIFICATIONS, OR PLANS, THE MOST STRINGENT SHALL GOVERN. DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE ESTABLISHMENT OF ENGINEER TO TEST AND VERIFY THAT COMPACTION IS ADEQUATE FOR THE PROPOSED USE OF IN
WRITTEN APPROVAL. PUBLIC SANITARY SEWER
A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION. THE AREA OF FILL PLACEMENT.
EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL U.
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TRENCH SAFETY DURING ALL PHASES ASS® NIXON & KE NEDY° INC. ACCEPTANCE.
OF CONSTRUCTION. 10. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE 18. ALL STANDARDS. IECTS OF THIS F THE CONTRACTORECT NOTESALL BE IN FULL ANY ASPECTS OFOMPLIANCE WITH THE PROJECT WHICHRENT ADA ARE NOT IN SIGNATURE:
COMPLIANCE, THE ENGINEER SHALL N
CONDITION ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEERS SPECIFICATIONS. THE FILL BE PRIOR TO ANY FURTHER WORK BEING CONSULTING
ENGINEERS W
3. THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO
CONTRACTOR IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING PLACEMENT. PERFORMED. ANY WORK PERFORMED AFTER THE CONTRACTOR NOTES SUCH A NON COMPLIANCE ®6310 CHAPEL HILL ROAD,SUITE 250 y
ALL PUBLIC OR PRIVATE UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. IS SUBJECT TO REMOVAL AND REPAIR AT THE CONTRACTOR'S EXPENSE. RALEIGH,NORTH CAROLINA 27607 TRANSPORTATION SERVICES: LU
AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY, THE 11. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACKFILL AROUND °°°■e■ ■ J
CONTRACTOR SHALL NOTIFY THE NORTH CAROLINA ONE-CALL UTILITIES LOCATION SERVICE DRAINAGE STRUCTURES, OR IN UTILITY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING 19. THE CONTRACTOR OR OWNER SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL *3319 HERITAGE TRADE DRIVE,SUITE 201, PUBLIC UTILITIES: ° °
ULOCO) AT 1-800-632-4949 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE FILL OR BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY EMBANKMENTS AND FILL PLACEMENT FOR PROPER COMPACTION. PROPER COMPACTION SHALL BE WAKE FOREST,NORTH CAROLINA27587 ° LU
( THE STANDARD PROCTOR TEST AS SET OUT IN ASTM STANDARD D698. STONE BACKFILL SHALL PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS OR THESE PLANS, WHICHEVER IS MORE ' • ®®•
SITE. .TELEPHONE: [phone] or [phone] CONSERVATION ENGINEER: y.��'•.,
BE COMPACTED TO 95% MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST STRINGENT. EMBANKMENTS FOR PONDS SHALL BE PLACED IN 6 INCH LOOSE LAYERS AND SHALL
4. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, AS SET OUT IN ASTM STANDARD D1557. THE CONTRACTOR SHALL, PRIOR TO ANY BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM FAX: [phone] (RAL),(919i570-1362 (WFj
MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING ALL CONSTRUCTION PHASES. THE OPERATIONS INVOLVING FILLING OR BACKFILLiNG, SUBMIT THE RESULTS OF THE PROCTOR TEST DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM ®www.BNK1nc.com PLANNING: AL O
CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED IS REPRESENTATIVE OF THE MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. DEPENDING ON THE MUNICIPALITY AND S 23072 -
CONSTRUCTION. MATERIALS TO BE USED ON THE PROJECT. TESTS SHALL BE CONDUCTED BY A CERTIFIED ENGINEERING OR ARCHITECT'S REQUIREMENTS, DOCUMENTATION OF ALL SOIL TESTING AND TEST
MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL LOCATIONS MAY BE REQUIRED. THE CONTRACTOR AND OWNER SHALL HAVE DOCUMENTATION OF •��'•�F�r )N :��•
5. TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE TRAFFIC ENGINEER REPRESENTING THE LABORATORY. THESE TESTS AVAILABLE UPON REQUEST. �!
CONTROL PLAN, THE 'MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES,` AND AS FURTHER �p� •r••••• °\,�% /)
DIRECTED BY CITY AND STATE INSPECTORS. 12. PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. PROPOSED SPOT ,•°�/I, M 12 � °°e°
ELEVATIONS AND ROADWAY PROFILES/SUPERELEVATIONS ARE TO BE USED IN CASE OF °j°■■■■■■■■°° ��� z
6. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE DISCREPANCY.
CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS
SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY 13. THE CONTRACTOR SHALL REVIEW, VERIFY AND COORDINATE ALL DIMENSIONS SHOWN ON
ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER PLANS, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE aesi i
HIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE INLETS AND ALL UTILITIES CROSSING THE STORM SEWER PRIOR TO STARTING PROJECT. Ar '
AT THE CONTRACTOR'S RISK. U
14, ALL CURB JOINTS SHALL EXTEND THROUGH THE CURB. MINIMUM LENGTH OF OFFSET JOINTS
7. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION, AT RADIUS POINTS IS 1.5 FEET. ALL JOINTS SHALL BE SEALED WITH JOINT SEALANT. A� Q
THE CONTRACTOR SHALL ARRANGE THE MEETING WITH THE CITY ENGINEERING DIVISION. WATER� Z���
15. ALL HANDICAP RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA
8. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL REQUIRED PERMITS AND APPROVALS PRIOR REQUIREMENTS AND THE *NORTH CAROLINA STATE BUILDING CODE, VOL. 1-C ACCESSIBILITY OSANOSTOLtkE'R
TO COMMENCING CONSTRUCTION. CODE. t +JCA �STORa/Vi�TERBR�!ty~H
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I RAMP TYPE , -C `,,1 20 / / �;,, r` I ;�; PAVM T AND S/W 15' x 350' SIGHT - y
\ 'r TO BE REMOVED
DRIV WAY 2s / i ` , i+ EX 20` CITY OF RALEIGH SAN S '`' ' 1 DISTANCE TRIANGLE i H
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2 2 , y< , 1 i 4; '
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SAN. _ a -- --- - - -
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N * \J \ r�LLj - ZONING: y tD
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EXISTING: V O
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/// COMMERCE PARK DRIVE EXT. 1,75 AC m
m 50 WIDTH SHOD-1 ? 4/� , / \ _ ClT / , �,. / ' s^ - ����_ // / �� a
° BUFFER (EXCLUDES `' rµ r , a / / 19.70 AC _
ALL EASEMENTS) \\ i / _ 00 RAL 1 5 pqN. EWE t' //�/ ���` //^�\ _ // ` �// _�
�� \\ \\ '/ �Q NET LOT AREA: �
__ _ \\SS
t 50'x 50' C[TY OF RALEIGH kL - ,.._X ",r,. 9g -G' 131g R ESMT. f // /// �� �. /�- ""-// / ®®- -"/� \ Y O
UT I,I TY EASEMENT / / N0. OF LOTS: 9
} "�•�'' , _ o '�� \ MINIMUM LOT SIZE:
B.O.M. 1985 PG. 1319 `/ _ �� AVERAGE LOT SIZE: 2.38 AC
1.51 AC
�' - M ,' / ' / \t Q MAXIMUM LOT SIZE: 2.72 AC
+_ EX PUMP STATION \ ;'i' '` "`' / _ ./ / //%
J��
L \ SHA t EN T s 0- / �--.. _---kCU-FAB, INC. Q PROPOSED OPEN SPACE/TREE SAVE AREA: 2.25 AC
THE CONS VA ON ;: ? '-� �/ FLOODWAY_ O
r ?^ �`�''' //// �• �® PIN 1724.15-62-0945
° ° / � ® z
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o \ `x i, <. ,, , ceA / FLOODPLA[N ,
m o \ t;: '_a, 'ra, ��� SOP ///� - ® o� ,/ BUILDING SETBACKS: a
L \ ; :' ' , :. a /, FRONT: 50 V V
.a �., ' o/ / - e �. UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES, SIDE: _
INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO 0, .I
a,-a..,• a' / REAR: 20 t-
m �Q \ 'ter / ,.._.�--�"- BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY CORNER: 0' Q c
o \\ � . ' . ` / i� CITY CODE. THESE FACILITIES HAVE BEEN APPROVED
v QD � Z �
BY THE CITY OF RALEIGH AND SHALL BE SO WATERSHED: NEUSE RIVER z
INSTALLED UNLESS A CHANGE IS AUTHORIZED BY
' WRITTEN APPROVAL. PUBLIC SANITARY SEWER V
! //// ®� AEACCEPTANCEARE TO BE RECORDED PRIOR TO FINAL GENERALz
I SIGNATURE: = O 0
_o / Ti 1. THE MINIMUM CORNER CLEARANCE FROM THE CURB LINE OF INTERSECTING STREETS SHALL BE AT LEAST 20 FEET
o TRANSPORTATION SERVICES: FROM THE POINT OF TANGENCY OF THE CURB. NO DRIVEWAYS SHALL ENCROACH ON THIS MINIMUM CORNER CLEARANCE.
O
2. ALL STREETS SHOWN ON THESE PLANS SHALL HAVE THE FULL WIDTH OF THE RIGHT-OF-WAY CLEARED GRADED WITHIN Q
PHASE NUMBERS 1 50 FEET OF ALL STREET INTERSECTIONS. THE FULL WIDTH OF THE RIGHT -OF-WAY SHALL BE CLEARED AND GRADED ALONG _ W
NUMBER OF LOT(S) 9 PUBLIC UTILITIES: ALL MAJOR, MINOR AND SENSITIVE AREA THOROUGHFARES. to
3. FOR THE PROPOSED ACCESS POINT ON COMMERCE PARK DRIVE, BEACON LAKE DRIVE AND PLAINVIEW DRIVE, THE Q
� ._ LOT NUMBERS)BY PHASE WA CONSERVATION ENGINEER: W = �YY
��k CONTRACTOR IS RESPONSIBLE FOR ANY CONFLICTS WITH EXISTING OR PROPOSED UTILITIES, TRAFFIC SIGNAL DEVICES, CD
/ NUMBER OF UNITS ��► UTILITY POLES, ETC. CONSTRUCTION DRAWINGS SHALL PROVIDE DIMENSIONS AND OTHER INFORMATION REQUIRED J .J
PLANNING: FOR CONSTRUCTION. THE CONTRACTOR WILL CORRECT ANY ERRORS OR OMISSIONS UNCOVERED �
m ABLE BUILDINGS Q
"m �\�` / WA IN THE FIELD.
�. OPEN SPACE? NO 4. WC ACCESS RAMPS WILL BE PROVIDED IN ACCORDANCE WITH RALEIGH ENGINEERING STANDARD DRAWING STO,•20.11. J U.
+ WA WHERE SIDEWALK IS NOT REQUIRED ALONG THE PUBLIC ROW, CURB IS TO BE DEPRESSED AT ALL RAMP LOCATIONS SHOWN ~
o _
a N NUMBER OF OPEN SPACE LOTS
r DIP PUBLIC WATER (LF) 1,180 ON O SIG20.11. rj Z
m �®eaa®® 4� 5. NO SIGHT OBSTRUCTING, OR PARTIALLY OBSTRUCTING WALL, FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER �j
x r PVC PUBLIC SEWER`�(LF) 215 �, �• t OBJPAVECT
BETWEEN THE HEIGHTS OF
F NO CURB EXISTS) SHALLWOE( ) FEET ANDWIT EIGHT A (8) FEET
ABOVE THE CURB LINE ELEVATION (OR THE EDGE OF y
N ci �}\ PUBLIC STREET (LF) 41 B-B C8G/ 60 ROW 1,172 •�/ ��. ti. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY F RALEIGH
0 ALE GH STANDARDS AND SPECIFICATIONS.
USGS MONUMENT "SPILL" �\ / PUBLIC SIDEWALK (LF) 5' CONCRETE 1,075 ' �` 'yy _ 7. A FEE-IN-LIEU OF S2,007.93 FOR %2 OF A 5'SIDEWALK ALONG 120 L.F. OF FRONTAGE ON BEACON LAKE DRIVE WILL BE V z
;? v NAD '83 +� AL S wo REQUIRED TO BE PAID PRIOR TO MAP RECORDATION,
o ' ' = N=742694.692 � S 23072 cr C 8. NO SPECIAL USE PERMIT ISSUED FOR EXISTING CELL TOWER.
c I /• a 9. ALL LOTS WILL COMPLY WITH 10-4008(C) - FLOOD HAZARD AREA PERMITTED USES. THE BULK COVERAGE OF ANY LOT W
CL
o E=2925793.052 \r '•.�T'�•.;�yF(N �Q�,C;- � SHALL NOT EXCEED MORE THAN 50% OF THAT PORTION OF THE FLOODWAY FRINGE WHICH SHALL BE ESTABLISHED BY M
TREE CREEK.
N N X •���i��' T C``: /�� 09
OS ORMWATER BMP DEVICES SHALL OD ANALYSIS OF UNNAMED SITE RBEUP PROVIDED ON TARY TO INDIV DUAL LOTS AT THE TIME EACH LOT IS DEVELOPED. THESE
ow \ Z rsan��n�" BMP DEVICES SHALL ALSO BE DESIGNED TO ACCOMMODATE THE IMPERVIOUS AREA INCREASES ASSOCIATED WITH THE
M �� ROAD CONSTRUCTION. OC
"a 11. A LETTER FROM PROGRESS ENERGY WILL BE OBTAINED APPROVING THE ENCROACHMENT OF THE PROPOSED SANITARY W ® Q
N m ---- ' SEWER EASEMENT PRIOR TO CONSTRUCTION PLAN APPROVAL. LV N z
Lli o _ ♦♦ ♦♦
N 0 30 60 120 180 240 V c1fI
Z Wcr N Uj
A R:*2006jobs*067770004Construction-*6777c2-0.dgn
a

ONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH AND CONFORM WAKE GOUN
- - .J UG GAS - --- - oPP / 3
- ALL _ _ AND GUY-
ATTENTION CONTRACTORS "� 1
The Construction Contractor responsible for the extension of water,
sewer,and/or reuse,as approved in these plans,is responsible for
contacting the Public L/di ties Department at (919) l
rior to b innin an of their construction. ` , , 1 '' 1 1 - / '
at least twenty four hours P e9 9 Y -" + i-- _ / --!1 - J
--- _ ��i, I '"'_ LOT 182 )� l
,y ,_ EX MH' PIN 1724,15-64-608Fallure to notify both City Departments in advance of beginning 1 , TOP=[N=21 Ij SECOND TRACT LOT 184
I result in the issuance of monetary floes,and ' INV IN=210.99 /construction,wil ' 1 _ /'" ZONING CUD IND-1 ' PIN 1724.15-64-8066
1 1 [NV OUT=210.89 �i� .SS'require reinstallation of any water or sewer facilities not Inspected t + _ E5 ___ - 1USE VACANT i THIRD TRACT
as a result of this notfication failure. ' \ - , �'^ _ _--'" 1- .�-- L(�T 183 ZONING � CUD IND-1 PIN 1724.15-64-9086
, -' �� -=/="' � -55 _i' ' 172�.15-64-7181 USE : VACANT FOUR�TRACT
po� -55: FIRST TRACT 7 ,JUB'-IND-
Failure to call for Inspection,Install a Downstream Plug,have - �/AC AN T
t t i �
Ea
or an other Vlo/ation of City of o O USE
I CUD IND }
Permitted Plans on the Jobsite, y ROADW US E i VACANT /
Raleigh Standards will result in a Fine and Possible Exclusion I GRAVEL/0 iR _
fromfutureworkintheCltyofRa/etgh. ^^ -- EX15T• j,'EX 5 iSS _ "__% , N/F VERNON & TERRIVERNON SHADING DENOTES
t PIN 1724.15-63-2956 t �/ / / +TREE CONS RVATION`I _55_ -5 - -�' - ' 1 1 ' ZONING : R-6 ' ' vi l AREA TYP) n
1 ` _�••--� �� E&SS_ -:_�--'�- 1 ; ' USE RESIDENTIAL I ' '/ �' / I 1 ♦ ; 0D
-'1 1 N/F DAFFEY D. GURLEY , ERIN ENTERPRISES // 3 ;i.`•r 1
tl
r' - 1 • PIN 1724-64-4071 z •id!2'''r"=-
PIN 1724.15-63-1924 ZONING R-6 wl / _:;ri);,>,;t ,;.. ,,, ;.:: I 11 I :>ta,'•, Z
ZONING : CUD INC 1 1 \ I US C
USE RESIDENTIAL `-' 1 \ I E APARTMENTS W� °' / ► S •, ._� 1l l .. `; \ \ , o
�`+ PLM FAMILIES TOGETHER INC 1 \ I I 3
PIN 1724539925 1 EXi MH tU l ;:,�` ', \\ \\ N V
_i- ._ - o�► USE LOA HABITAT FkQR 1 1 r^I I I `t \�, CE ^ I -
_ ;.,.,:,,. rn Q
HUMANITY WC BM1994�1101
� EX FEN (' N
\ I I I I c'? / 01 fir,', \
T-1 V.
' I \\\ III I /irr l ( l� v ���/ 1 ''! ,, \\ W Q?
TA CY RADFO ='Ei'lr' L \ W r~ IN
rn I ti � Y: 1'is l I ,..,•, � _ W
I 1 I 1 IN 724.1 s075- Z = O
1210 1 ONI =•:.;IND;a?I;+" z
20' CITY OF RALE[GH Cn I Q ter: rP�x;1;:f,J•",. c,',:{ 1-OC U.
r If F`y9wla?' SE W W
1 1 SAN. SEWER ESMT. '.M'. us
0 I PAN Ikl RAN MINISTRIES B.O.M. 1987 PG. 1841 ^�.�5` ,,•s•,'{• / Lu
�
V�WAKE COUNTY INC. 1 d , I '�`}`; ���' / ^ 't�.:.r�;•r_•,;,.,ti,,;:;: =Q
PIN 172 J.15-53-9844 1 1 !' r� x ♦ \ '' Z :
ZONING CUD R-10 I .E f •„
1� �
USE M.F RESIDENTIAL ,1 1 T11
W a N
1 "�' 1 Cif, 1 __-J 1 �, 1 6' I _ /Y o o
1 2 1 W r.
I i , _J i PROP 0' CITY F RALE GH II t /� (/
z I I ---'- 11
I' HILLCREST BAPTIST CHURCH ` ' 1 , ` DRAINAGE EASM'T to ♦ I I 14 O o e►
PIN 1724.15-53-5801 t �' , r' y� r� �� y,qt ice-uj .
1 TREE/ SILT COMBO I i ) Irl �,J
a- ZONING METERY �+`, ''1 1 ' 1 / FENCE (TYP) C 1 I c,� 1, f� F,.`,,.. p C=7
PARKER RALEI � ..
I USE 1 '^ / I j 150 RI US !S #t'lr }1IIt.:LOPMENT L \ /^ ®� O Z N
Q I I \ , t - - +rr s I11 Pq a �. �gr�6,xyr' 'r ry \ O W N rY
_ 15-73-0752 p
N � � "'"-- .c�'r `" 4� I gUF• E � u1,,�{Z. ..I. ' IND-1 \ -
t ,
I _ .� EX MH :r',r 1E + X Yl/ cc
1 4� CC
R REL ASE VALVE + ' �' �`� , , , I J/ �r ez' ij�"" J rn"
(HIGH POINT ` N (1 ) 8 X 8 (1 ) 8 X 7 ,;f'� I /� r 1, t c. ,..,_
r t �F,3��'''a" „r p0
A REINFORCED PRECAST ;;),,;+y ' 4,. I ;tp }' ICI%.,;+', p_ Z ^
I STA 13+13.31 ) \ \ / \ ROp y��S.r,�' /i ♦ 1�'�t?i� gi, "p t- tb
I t CONCRETE BOX CULVERTS c,efi`Y I // i .,„'...,,-.`.:,:, -J J
w I DEBNAM PROPERTIE t 1 "'
0.92y. (BY STAY-RIGHT) r I / � � r�'r'''� `r{+"��I'r�!"5 (g �
Q I .; \\ IprY} k
o I PIN 1724447360 X
I ZONING \ F,Q IRE H DRANT �•f; / , . x, i} ,,; ,; OC Z or
o VACANT I ASSEMBLY t TYP) Q �iy,�rirfL / i `5­,a ° �, ; Z O�-
I USE 'I -_ 1 r _. v /✓ 1 ` W=a,
I I F[RE HYDRANT Wp E - `, ,�:= '"''- 1 (1 ) FIR HY RAN\ .; 'EX'h.NT~ V� +±,x
1 P , 1 \ ,�` e5i E / I 'I I i %j t1'''' Q® O Q!J
• 0 '•/ �,,•- ASSEMBLY [N •-
> I ASSEMBLY t TYP) $ �'� Y:�,•� FTFiE HYDRANT / , _ Q= .tc „t:'; / ( , { cn M W
ASSEMBLY IN 1 1 , 2 X 2 EASM T \ \ �o }a. r';�y / I I, r �; 6 m U i ch F-u.
I ; \ 2' X 2' EASM'T 1 r (1 ) 8" G.V. \ _ � / 'r r r • •
30' PVT ACCESS EASEMENT TOP = 207.17
I OE L) -�, OTO�BE ABANOONEDa INV [N = 196.57
TR E PR T CT N TA
I �' I FENCE tTYP) ALL ( N - \ � t�\ ( INV OUT = 196.40 , \ ,' ° ,° I (3) EX WA TE 1r " WATER I
\' 20' C.O.R. ACCESS EASEMENT 1 (TYP. ) \\ , ♦ ♦ ,�.' 3 ; EX FENCE OVER m
ALVES 8 TEE '' PROP. LINE
.O.M. 19 G. 1 1 N 1 / PROP 20 CITY OF RALEIGH , (TYP. ) I ;
50 ( 50' PROGRESS N NG A 1 \ O 1 (TO BE ABANDONED) 0y 1 , DRAINAGE EASM T / �, ; I_ � ELECTRIC TRANSFORMER
ENERGY ESMT. A \ t 11 2 , / M,, ' FIRE
' 1 t ` 1` EX 20' C[TY OF RALEIGH SAN' „ \ ` ` \� ' .;,_ ; ?t [ HYDRANT
T , SEWER ESMT. 1 4 /
I PP # 363BJ 1 WA \ \ /
1 `, \ B.O.M. 1992 PG 423 1 •'"'�^- /% ( (' -X W 2
I METER \ % 1 O01
H 3 (TYP. ) , ••_- � -
I • .' , 1\\\ ` ,\` \ 1 (2) 45• BENDS -E) -i-W[ W- - W- - -W- - -, W- - -W- - -W_ - W- - -W- - U Q
/ ;\ ) 1\ , 1 / /// 3 ;_ , -i _ - - 12 WATER MAIN - ()
to I I .' +, \1 , \ \', 1 / /'"' �' GAS ..�. . N 3 �.�--- _ _-____ --- -- ----- t� J 22
° i `' PROP 20' CITY OF RALEIGH / ` , \ - �
w 1\iI CO ,� r�e' s�rtt s .!x-,':', / F`? ' ��n2n U.t 1 20 \\� + \I 1 , � r }r / � 1 `:� r //// S�*fly r I J' %'�- lV!V UUU UUU IS W�� � d.
= SEWER EASM T v' ,�/ , \\ ; 1\` \ ' } / i „} ?} ' �`�' 60' PUBLIC R/W " LU
a
m I 1 x 1 ` r':a. •,fii,•���Ih�• L / � � ,I ' � O V
•a:a+.rr'�, �F�.{ y ti. �:._ \�.. '- r' �,..=..•r.�-•:- _ ":�.;k ',,a �tali; I 1 to �I I I NOTE, REMOVE 12°
12' X 8' REDUCER l � W
�1.
L GU I ;n 1 \\ �, , 1 -�G ' ` :c BMP EASEMENT S . r�.:�` // , r r � s''n' ^% I I a I I 1 I & (2) 45' BENDS
L � - _ ' t 1�;'L'.yr� ��.}i j. i.N // r'S�r'��� r' t� I
O I I I,J � 1 .___- __ e, .•�5`Y...' : •e' // ':•e;'J;, c,r•;qe c;� „ 11 i
N X' -� , � ;, , / / d. r; VARtA LE r', ,.t ..,•, #ix w; I+ �I t, , WAKE COUNTY
5:� •fr;q DRAT t � r»/'�d?�`�''�fe- „ PIN 1724-63-9367
E o F PROP 3 ACCESS , '� - -�;- , ♦ a , R Rt // a,I r ,r �`µ��1 L; . ?! i ,I _
= X E _ } / t4 t'c �r;l'{? c•c{s -t . ;E t:, `'1 I I vt !-) t r Of 01
o c }�(�'�-'a. �} �.„.�' ZONING IND 1 o W
o -r EASEMENT
.n , ___ � -,�'•. ,_ 's`•'�; q S `a�v} c.• fir' 'v!'`��;,�r '••'�.� � 1 USE ANIMAL CONTROL N
f3 I I I D + x x / �-�_.� ' -:- .�•� x'?..�; ��: , Q-1 f .�, t ' } ... '+ r t ;�.,� ;c+:r,/ �s��rt• I I I „ , 1 � � �
r- LEASE LOT - 75 x 75 1 EX CELL - _--' T;; ?:rr y\ r '' H F• ti Y F+e ''"`
c ___ __- ter • F ,,, ti II II
o I I r- D.B. Ell
7341 PG. 308 TOWER , _ \ _ %X - %� ,' , O �,:, t; a„ ( T LEPHONE PEDESTAL
� � .�' +`hy � tF e Aq S �''' atci 'i;�'�„�x.'t;'F' zr�,� ,5.,�! �c..Pi'1:",�r t'"d��iF 11 ,I M
- I W • 1 , - ''.._-. '� - 1i , _• '. _ .,�' ,C ,F.'; ,� N;; ;`i,c.'y�� �s..•r,CT.,�•:•c,•,�' Y f'�R''1% 1 I f/1
i r , \ 1 '1r, /: •' i r/ �}'jQ }{.r aJ 1 J. a'y e. S'.' ,:T^�
0 1 - l! �, x ,. ,'O I w = � _ �- � t , 1 �� I it ..(("rri,_+1,� ♦ �':f' fk q r.. �, ..1..,y1•�, �r• � I m , �'��.� _--+' .� 1 ' n ,., -1! is / j�;'•k•. ..^c, ��„It! c T:• .,:r�;}�
• , ` '.� _ \ �' -!'r' r r .} , r;!F rid / ''r r z
PP # D362BJ 0 �` �-XJ _ ` USE R[ R50' ;fir. / }°; � t '3 � _ ,?.bz'�' TREE PROTECT[ "�.. � ;�a c. f�. j,''cW,ntl..r.�: ; ' °}� �`�
o GUY I I ACCESS IARIAN �fi' 1" R FENCE
(TYPI '.Jr om ONO `'� `"'� ��c�iir,�� `�;' � " I II �ELECTR[C TRANSFORMER
PROP 30' �MQFFERRIPA to / t`l.' ?. . ,. r, ,(:+fii!":. rrf �r , , , }
CO EASEMENT -- --.--''.-- Rsr•� ' +� I ,
L �t' - �•�� �' , ' t Y AR F MA 1. ' tr, s 1 // 1 I7 to ' ' CO)
0 PP !� m \ -�- 1/ r.• ! F ' +, at SHAD ING DENOTES
I FLOODPLAIN , '+
v \ MH 2 EX MH xx 1 /' w x� �.1 '+ I „ , CON3`E�VA N Z
23 TOP = 201.19
c .-.•a W INV IN = 185.96 -'''�' q �� / / \ K` Kr p // ' tr
�, AREA (TYPI
L = I �_� :;:, NV OUT = 185.91,"'"�� I / / O ? r'k I ?.S!}{("� !. „ " ' 111111111
O -.Cjs-Prl� .yv �,F,". / / /' t ' 1 1�''' •�•z�y'. .Vic,e� .� `�.,,,, �j Il I 11 0
r PPD361 BJ 1 ;�? 1 r•.ru
Jl Y'' 1� F' �'
/ z
Ix ,. EX MH , ` , ter` d?. 'f f: o / 77 EX MHrr
It
- > ,:.. TOP = 198.t 1 EASEMENT /
TREE/ SILT COMBO + ;?: a?� � i'• // � s ' 'r N i
1 G iy. / r ® 1 u, 1
Y 1 rs ''_ 'F ? INV IN -_185.51 / O ` ` FENCE (TYP)
GU \ �'T�.�,r4`;:,+�'+s, T^ 185.47 / ' ` "� ` r „ ^ ,
\ ( Oe" !-
G m I I o 1\ i{t .til!'; .,�+. 20' CITY OF RALEIGH _____ -
y z \\ \'^' ?;'a¢', ``t•.�.•i�,.;'J.y�J;rt>� AN. S W M ,•/ // i �4 fir. t�.�: -r 'le: ��.� :t�?, � .,�,..; CO , CO �--,-.----''' ' „ci,,':� -- /�/' ' i/ / err e�
'- n m \ -��.KSrApOE.O BM 2004 PG. 1823 ? - - ' - ro
d - / :"cuX ii�e ' :'' 4'r Y X 12" SS - -- -SS- �" �` / �� ,r' t7 J
� p I\ i � I \ ��,, "'`C'' y�?�%'. .I.Y�t. SEWER�SERVI.CE_SS- , � � -�'- -S _.. S_ � � , � ,t '
_ -SS-(fiYPT __ - -'�- -- _
a- ` I\1 I GUY \ r'. ,, R, 1. f., ... S.ll itGAE ,Sri _ - __ _ - - r..- / S -SSEX 1 _ X MH
to p I \ \ rw'�? ,,�'? .�. / ® . '�' ,Q r .� ,a _ - -SS ' ,r
- - O +•'r.�:1';' r,.•e, r � ''/.'"? ' 'r� ''/.'sa '��' '9''r�.'`�., 5�- „�►'.r+' ° � r, •-ss;�' R�,�r' , � -;�.�;`~�.�'�rh r � � � \3, \\ ,,may/ ``\ O 0
L o = x \ \ �.. INV I N = 180.09 r r: , i I' _ =' ;' F s,;c :r..., a S\ o
= m 3lif..�� / c , f F' , ® , r el*! '� `P 0•, •'P ? ' '`' l r' � r:'' ak ' \ / \� O z 61j c'
rn m 1S ' •' f,r: _ �'' ' ' }� ?. f x; ,'' „ �, s •.):, 1 3 .;�_: ". '.:';Pr; r., ;r.' r / \ I
cC _ / \ INV OUT 179.78 THE
� ( .-,-. K, .'C, m 'S? `l � '� r.}(K'�•�' r ''T.T t�� .A ��.}i nl.�(.�.�• ' / / � N \� � t1D
W O S_ U.
}- _ ecf \ •e1 `• �''r .'u,• 'SSA , '., •,. :, / ?. r s'' ""�' � '' ?'. / �.��? ..' / \S \ ;_ _ ~ O 2
a ( I I .c a`�'rt'�+l*'��. :}c;�!K,Y i � , '?, ?, ? ,'r' '� •P / � .+''�'.j{ ✓a:: .a? ` / \ \ \ \ / "i
Public
O m TOP = 195 69 F ?::'Q. t�, 'i'•,x.. I\ ifrri t ;%"„r, .c! Q��� a /' .•�-!\
z t INV IN = 185.i1 /// / J � �� \\ ^ �I - m r INV OUT = 185.07 a' 1 k r4 + / / ., ' �m //� \ \ - MH
/ o ���\� s `-" J \ \ \ OEX Water Distribution/ Extension Svstem Q
m 3p' C 1 T �� // \ ` The City of Raleigh consents to the connection and extension of the
"SS- -_ OF AL l GH Sq 'r?. f.' / �� / \ , // 1\\� \ cn� \/ �� City's public water system as shown on this plan. The material and ~
m ; (_` .•„ r -SS- ` ESS 12'SS C' 985 PG N.13 EWER ESM // _.a r®„ Q construction methods used for this project shall conform to the
+'} - 0 - 9 T' standards and specifications of the City's Public Utilities Handbook.
c 50'x 50' CITY OF RALEIGH Oy k.�P ' {u' +:`F� £ _ SS- _ .' ' ® / / ���� '�r EX MH \
+- UT I L I TY EASEMENT �\ } , /a' ,�'>~,. t r S ys� TOP I 193.56 X MH Q\�
B.O.M. 1985 PG. 1319 Ss, „.:�'.�. ,r, ;;� } r ^� 'SS_ /i
c \ \ r ''' r _ _SS- / // �® INV I N (E) = 182.46 TOP I 194182 / �S mac, City of Raleigh
\ o T ' / / s [NV [N = 182.53 �,` 9
\ y �'; J" r'. .' a,.,: -_ �S /°/ INV OUT = 182.42
a oy\�,\•'��,; Dy ,; : ,� ' T .._,___ °� �.� / � INV OUT = 182.4 3 ' J�� Public Utilities Department Permit#
+- EX PUMP STATION F ��. ? r. P. a r_ i X MH _-`7ACCU-FAB, INC. Q \
SHADING DENOTES- / / ®.,._ FLOODWAY _..�"� 0 Q
\ ''?.' .'' ' .''�; �; TREE ONSERVAT I ON ?. :r s' - / / TOP i 1 62 ®® PIN 1724.15-62-0945 Duo ® z 7v
L \ 'f¢`''. 2. s g�tEA (TYP) '"' // INV iDt = 176.79 ZONING : IND-1 YEAR FEMA WATER: `\
\� ,L sl• a. f � ��' � J �,� ? / IN UT = 176.67 � Authorization
0° \ ,_ ,• r. USE COMMERCIAL FLOODPLAIN �AXS O
a V Date a �"
o �� .`u,� , '� ��' - ��`�!, /� � / � ®® MINIMUM COVER OF 3' TO BE PROVIDED. �o
o \\ SS�o,, }�' ? `, t :a � .• i MAINTAIN 24" VERTICAL SEPARATION FROM STORM SEWER. ALSO MAINTAIN 10 FEET
m °e `' ".� ., ' . ,, t '� �"' HORIZONTAL SEPARATION AND 24' VERTICAL SEPARATION FROM SANITARY SEWER Q oC
Q� tiF\\ \S;�'+'� f�f ,�, / / MAINS. IF WATER MAIN PASSES UNDER SANITARY SEWER, BOTH WATER AND SEWER r
° ` N, Sr) i� "'.' j/ �' SHALL BE DUCTILE IRON PIPE FOR 10' EACH SIDE OF CROSSING. UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES, y
o QD� \\ ,•� 3f..;' - �/ /� I Public INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO Z
0 ,�sy IF WATER AND STORM SEWERS CROSS WITH LESS THAN 24" VERTICAL SEPARATION, A Sewer Collection! Extension System BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY (� Q
SANITARY SEWER: CONCRETE CRADLE OF FLOWABLE FILL SHALL BE INSTALLED TO THE SPRINGLINE OF
CITY CODE. THESE FACILITIES HAVE BEEN APPROVED � �„�
The City of Raleigh consents to the connection and extension of the Z
BOTH PIPES. THE CRADLE SHALL BE THE FULL WIDTH OF THE PIPE TRENCH, WITH A Cityspublicsewersystemasshownonthispian. Themateriatand BY THE CITY OF RALEIGH AND SHALL BE SO
o py o I BACKWATER VALVES SHALL BE PROVIDED FOR ALL UNITS WITH FINAL FLOOR MINIMUM OF 12 BEYOND THE OUTSIDE EDGES OF THE LARGER PIPE. THE LOWER INSTALLED UNLESS A CHANGE IS AUTHORIZED BY v cc
o 01 ELEVATIONS OF BUILDINGS LESS THAN 1' ABOVE THE NEXT UPSTREAM MANHOLE, Construction methods used for this project shall conform to the WRITTEN APPROVAL. PUBLIC 'SANITARY SEWER
o \ / PIPE SHALL BE HAVE 1" THICK COMPRESSIBLE JOINT MATERIAL BETWEEN THE CRADLE standards and specifications of the City's Public utilities Handbook. EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL
I OR CONNECTING MANHOLE WHERE THERE IS NO UPSTREAM MANHOLE. AND THE PIPE. THE MINIMUM VERTICAL PIPE SEPARATION WITH A CRADLE IS 6'. W LL,
c 6 LARGER ACCEPTANCE. x
\ s
\ MINIMUM COVER OF 3' TO BE PROVIDED FOR ALL COLLECTION LINES 4" AND LA PRESSURE REDUCING VALVES SHALL BE PROVIDED IF PRESSURE IS IN EXCESS City of Raleigh SIGNATURE: Q
� \�\ "N.\ ' IN NON-TRAFFIC AREAS. IF LESS THAN 3', DUCTILE IRON PIPE SHALL OF 80 PSI.
Public Utilities Department Permit# ® UJ
ti BE REQUIRED IN CLASS 1 BEDDING. GENERAL: Authorization to Construct TRANSPORTATION SERVICES: (s'' W
} o
0 ' % F0 MINIMUM COVER OF 5' TO BE PROVIDED FOR ALL COLLECTION LINES 4' AND LARGER
to
A TITY SUMMARY \ / IN TRAFFIC AREAS. IF LESS THAN 5', DUCTILE IRON PIPE SHALL BE REQUIRED IN ALL WATER AND SEWER MAINS WITHIN PUBLIC EASEMENTS AND RIGHTS-OF-WAY Date LIJ
QU -k TO BE OWNED, OPERATED, AND MAINTAINED BY THE CITY OF RALEIGH. PUBLIC UTILITIES: i
.. L J
} m \ CLASS 1 BEDDING (MINIMUM COVER SHALL BE NO LESS CONSERVATION ENGINEER: cc
°D m PHASE NUMBERS 1 ` •••�
/ \ THAN 3'). ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RALEIGH AND THE O
o L NUMBER OF LOT(S) 8 °�
J _ � \ / STATE OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS.
� m LOT NUMBER(S)BY PHASE WA / MINIMUM SLOPE FOR 4" AND 6" SANITARY SEWER COLLECTION LINES SHALL BE NO PLANNING:
L LESS THAN 1.04% WITH CLEAN-OUTS EVERY 75 LINEAL FEET. c:) z
NUMBER OF UNITS 11VA \ ALL UNDERGROUND UTILITIES ARE APPROXIMATELY LOCATED. ACTUAL LOCATION AND
ca
n WA + / MAINTAIN 24" VERTICAL SEPARATION FROM STORM SEWER OR SPECIFY DUCTILE IRON DEPTH TO BE CONFIRMED IN THE FIELD BY CONTRACTOR PRIOR TO CONSTRUCTION. e, goal•er ° ® ca
LIVABLE BUILDINGS \ NOTIFY ENGINEER OF ANY DISCREPANCY.
n, c NO N,, PIPE FOR SANITARY SEWER. ALSO MAINTAIN 10 FEET HORIZONTAL SEPARATION
OPEN SPACE? \ AND 24" VERTICAL SEPARATION FROM WATER MAINS OR SPECIFY DUCTILE IRON PIPE ®®' ° /! �
o . WA + / FOR SANITARY SEWER. IF WATER MAIN PASSES UNDER SANITARY SEWER, BOTH BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY CITY OR •� . V Z
Q NUMBER OF OPEN SPACE LOTS \ NCDOT STREET OR HIGHWAY RIGHT-OF-WAY, THE 'FOLLOWING PROCEDURES SHOULD ' �•;o 4"
.. v
_o "' 8" DIP PUBLIC WATER (LF) 1,180 \+ WATER AND SEWER SHALL BE DUCTILE IRON PIPE FOR 10' EACH SIDE OF CROSSING. BE UNDERTAKEN:
\ m 1301 r®v= UJ
}' U. Y r PVC PUBLIC SEWER (0) 215 IF SANITARY AND STORM SEWERS CROSS WITH LESS THAN 24" VERTICAL SEPARATION, CITY RIGHT-OF-WAY - CONTACT LOCAL AUTHORITIES TRAFFIC ENGINEERING 0, ? ?
n
N PUBLIC STREET (LF) 4t" B-B C8G/ 60'ROW 1,172 A CONCRETE CRADLE OF FLOWABLE FILL SHALL BE INSTALLED TO THE SPRINGLINE OF DEPT. FOR INFORMATION ON DETOURS, OPEN CUTTING OF STREETS OR FOR ®'• yf,'�
BOTH PIPES. THE CRADLE SHALL BE THE FULL WIDTH OF THE PIPE TRENCH, WITH A
� � X PUBLIC SIDEWALK (LFI 5' CONCRETE 1,075 ANY CONSTRUCTION WITHIN RIGHT-OF-WAY. '°° ••.•N • ,.r•°�, .°
!,) \ ._ MINIMUM OF 12" BEYOND THE OUTSIDE EDGES OF THE LARGER PIPE. THE LOWER p°°e.°1''��Np�e••°® I p� cc
rn Z PIPE SHALL BE HAVE 1 THICK COMPRESSIBLE JOINT MATERIAL BETWEEN THE CRADLE NCDOT RIGHT-OF-WAY - CONTACT PROJECT ENGINEERS AND OBTAIN ALL
2� W 0 Q
"a AND THE PIPE. THE MINIMUM VERTICAL PIPE SEPARATION WITH A CRADLE IS 6". PERMITS AND ENCROACHMENTS. (CROSS-CHECK PLANS WITH SPECIAL _ W • z
w z m PROVISIONS, KEEP COPIES ON CONSTRUCTION SITE, ALSO CONTACT NCDOT --
a o CLEAN-OUTS IN TRAFFIC AREAS SHALL BE TRAFFIC BEARING ACCORDING TO CITY OF DISTRICT OFFICE 24 HOURS IN ADVANCE BEFORE PLACING CURB AND GUTTER)
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RALEIGH DETAILS. 0 30 60 120 180 240 0 d'
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R:*2006jobs•*06777000•t(Construction*6777c3-0.dgn

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(1) (2) (3) (4) (5) CONSTRUCTION C. Lo t ev, , vv ® 1 i ® � � �' ®® . ®. � I
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--- -- Type of Land Cover Site TN Export TN Export TN Expo / '
Area Coeff. by Land Use From Site -
(Acres) (ibs/ac/yr) (lbs/yr) (lbs/ae/yr) 1 't -1 , Al'
Permanently preserved 8.5 0.6 5.10 \ '1 ; \ L-- J , - �I --__'- _
_�-- �' -J ' LOT 182 / I / 3 '_'--
undisturbed open space \ _- _,
'n t �` �1 1 ,, - ' _/ , PIN 1724.15-64-6087 , / /!' / 1 - --
184
forest tdnlnowri meadow 1 ` -'�f ,�s-� / SECOND TRACT / ! i / LOT -6
\ _ _ - ZONING t CUD IND-1 ' / I ' PIN 1724.15-64-8066
Permanently preserved 11.47 1•2 13.76 , ,',, ,,', 1\ . , , �__� " ����� -- - s=:.�� f USE VACANT ,/ / LCT 183 ZONINGTHIRD CUD CT PIN 1724.15-64-9086
managed open space(grass, �� i ss- "_-; -" 1
"/ o O�� _-' '�JSS_ "-__�_ /' /PIV 172*.1TRACT 181! USE VACANT FOURT�TRRCT
landsca in etc. \ 1 -I_ _ _ - -_ /// �tt� C D••IND-1
• \ - `I_ p0 . as' _ J= I FIRST TRACT r 7
1il �i\1 '- //GUISE(: ACA TCUD D FNG
`VACANT
Impervious surfaces (roads, 1.48 21.2 31.38 -
�I�\ti / / '! i: GRAVEL/01 RT-�i 5��SS-®"
parking lots,driveways,roofs, \ 1s _ __
paved storage areas etc. 11\ ' / � =E �� -_ __ N/F VERNON & TERRI'VERNON / I �\
1 =r: �D\J� / / \� .SS. SS, ,� - i ' PIN 1724.15-6R-6956 1 / SHADING EMOTES - _--
, , / / / I TREE CONS RVAT[ON
_ 1 1 ZONING j-/ �n / AREA (TYP)
Total 21.45 50.24 , _L_-"�' i � //` 'SS ._ �- '''�- 1 it USE RESIDENTIAL y i
' _ 1 \ ERIN ENTERPRISES
_ ! / , -�% - 1 1 N/F DAFFEY D. GURLEY , PIN 1724-64-4071 Z-1
Average for Site 2.34 -' /' , 1 , 1 /-\ W / 1 I ' //
�'\ 1 1 1 t PIN 1724.15-63-1924 � ZONING � R-6 , �� / 15 ,� / �; , ( ( i �'• \
\ ZONING : CUD IND-1 \ \ , EX 24" RCP USE APARTMENTS ` I I /'" _ / +' N 1
This project is exempt from peak attenuation requirements pursuant to City of Raleigh - - ' _ - \"t 1 %, 1 ' 1 ; USE RESIDENTIAL \ f Nv = t _ ��/�ry' : o
P 1 - _� ! /1 a`, PLM FAMILIES TOGETHER INC1 '" V
Development Code,Volume 2, Part 10, Chapter 9,Article B, Division 1, Section 10-9023, {'; ,/ PIN 1724539925 1 1 1 \ \ !• / ' ` ,` _
_�" I o of USE - LOA HABITAT FOR 1 1 I I \ \ 1 -224`" / 1
1 1 r - \ \, 1 1 \ //
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/ til
(�.�' i 1 L 1 EX 24" RCP FES \\ \ \ \ \ 'r�;I � /+ (l�A/ / / i\ / ,T I / / \\ W Z �
to meet Nitrogen export requirements are to be provided on a lot by-lot basis as per the /_- r�l ,' / J 1 1 _
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& construction methods shall be in accordance with & conform to City of Raleigh ' fin} / ' - ��- i 1 1 Box),- �I II : :.' ,. r,
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PIN 172 .15-53-9844 - `� 2 -- I _ - /
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/ \ INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO
m 50'x 50 CITY OF RALE[GH \ „ _/ $S_ \ �/ \� /--�\ / ' / / / /\9 \ 1.-_"T / / '' / / ( 1 ♦ \ 1 / 1 U (�
L UTILITY EASEMENT \\ �'. ' �. '„..r .' . ' r✓ i y-S / '; ,• ♦�, % / / J / / , / / / ✓
} \\\\ \ : µ_ _ /- , -'� /' BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY
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{ r �' �-,- --SS- _ - / / /./ /� / -`� / /- \`� r / / \ \ o�� CITY CODE. THESE FACILITIES HAVE BEEN APPROVED
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BY THE CITY OF RALEIGH AND SHALL BE SO
+ EX PUMP STATION \ ,','�' e' / �/ /% / ./�\ / / , / -- -195--� �_ ��\,'� / i \ 1� / Q� ,, STALLED UNLESS A CHANGE IS AUTHORIZED BY
t \\ \SS ? r ?.' .•J / �'.."=.�,,c 85 --) LZ)6BY \ _ U pp6IN . // /-_ � \y \ \\\ .' O� `� WRITTENO SANITARY SEWER Q
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EA l TYP) / /� _-_==-___ -'��// 0./ �IDU3-1 / FLOODPLA[N \-� -\\, J / \I \\ / o , / \ EASEMENTS TO BE RECORDED PRIOR T FINAL ® o OZ
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m \+ 0 AC 0.66 C 0.30 AC 45.4% �•9 �•`\'•'' , \ Z
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ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH AND CONFORM WAKE COUNTY STANDARDS AND SPECIFICATIONS.
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m MH 4 N/A NIA N/A /A 17m 212.70 209.92 205.50 129 LF 24'° RCP @ 1.01% 2.27 7.20 7.94 (,
MH 5 NIA N/A /A /A 17. 212.00 204.20 204.00 224 LF 24" RCP @ 1.00% 2.27 8.00 9.81
MH 6 NIA N/A /A IA 17. 203.40 200.10 195.40 0 LF 24" RCP @ 1.00% 2.27 8.00 7.91 m
HW 7 /A N/A /A N/A N/A NIANIA 195.00 N/A N/A N/A N/A
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9 NIA N/A NIA NIA 28.9 207.1 203.1 199 200 LF 24" RCP @ 0.85% 4.67 8.10 9.20 00
> H 10 NIA /A NIA NIA / / N/ 197.3 N/A N/A /A N/A
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° 11 0.763 7.22 0.392 .16 .1 215.50 N/ 211.70 98.8 LF 15" RCP @ . ° A.
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CB1 0.877 7.22 0.066 .42 219. 210.7 210.50 LF 5" . 1 /o .82 9.14 4.99 q w
C8+13 0.835 7.22 0.114 0.69 0.69 218.46 NIA 214.65 42.5 LF 15" RCP @ 1.06% 0.64 3.81 3.64 o
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C 16 .876 7.22 0.188 1.19 .1 208.6 204.7 (14) N/ NIA /A / N/A z z
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N/A /A N/A /A I / 204.35 1 2 4.
L C17 97 7. 2 0.165 1. 7 1. 7 2 .2 / 19 .5 2.5 LF 15" RCP @ % 0.66 3.70 3. o Q Z Q
DBL CB18 0.839 7.22 0.283 1.71 2.78 203.26 199.34 199.24 135 LF 15" RCP @ 0.50% 0.85 4.02 3.90 ? (j
O m C 19 0.761 7.22 0.231 1.27 4.05 204.58 198.56 198.31 42.5 LF 18" RCP @ 0.50% 0.98 6.27 4.29
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C *Inv. Out of CO20 List s 197.99 (18" RCP) for HW calculation purposes only. Actual Sump Inv u (for ' PVC) is 196.80. al Structure Depth is 204.58-196.80 ® 7.780. Ln
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\ COUNTYALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH AND CONFORM TO WAKE ISPECIFICATIONS.
4°0 PVC CLEANOUT
18"THICK LAYER ]7g
/ \ \ �t o o'• // CLASS W RIPRAP
FILTER FABRIC
MIRAFI FW500 OR
/.�( N IV .� APPROVED EQUAL
4'0 SCHEDULE 40 4"SCHEDULE 40
o \ • PVC RISER PIPE
s / 14' X 8' X 18" DEE (NON-PERFORATED) PERFORATED PVC
e _ LEADER UNDE0.50%SLRAIN
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o \ - •• �j MAIN UNDERDRAIN
�� - @ 0.50%SLOPE -- ,�
1 D MP FOR BAY •.-
o MAX S I0-SLOPL \ 18"
16'DEPTH
#57 STONE BED _ --
2°MIN.(INVERTS"PVC TO INV STONE BED) =�I�x-�'-y�r\ `,�y 4\�•==/i SW�'y`^�`•?�+, t �, y
�_� ;• �/ 4YD SCHEDULE 40 PVC
PROP 20 C TY OF LE'[GH / \ / 90 BEND CONNECTION
AGE EASM T 1 / �� �� ° 0 0 0 o IN-SITU
SOIL �.= -+-.-�"' -��---� •-��-
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` UNDERDRAIN BEDDING DETAIL FILTER FABRIC
500 OR
BID-RETENTION FOREBAY/ APPROMIRAFI VED EQUAL
/ p• (� / '// CO \ •+ OQ ::.. / SCALE: 1"=NTS N
�/ 4"0 PERFORATED PVC VELOCITY DISSIPATOR z
o 4 ..:. :. :... //// /r / %/' UNDERDRAINHEADERLINE s nJ
DIVERSION WALE // VC @ 9 / //
CO A \ \ \ O• ® / / / / MIN.SCHEDULE 40 PVC @ 0.50% SCALE: 1"=NTS o O
' � // qv � � ` ASS -'• //// I / (•t'IET08'MAIN LINE) � N V
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co p @ �\ •'y _ J r / PVC RISER/CLEANOUT ®�
// / °•soy \ , ° ':::` �1.: : ! /i UNDERDRAIN DETAIL W c o
UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES, z LU v I- W
/ , SCALE: 1"=NTS 2 h
® BIOR ION CELL ` I !/�: /' DIRECTION OF FLOW INCLUDING SIDEWALKS AND HANDICAP RAMP
R ELEVATION 196.50_ _ /_ S ARE TO W = c
_ _ BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY-���/
/ / p q �L' -- ~` / q ® ! CITY CODE. THESE FACILITIES HAVE BEEN APPROVED W z c LL W
CO @ 0, / 'Op�F /5;, \ , ' I 4"SCHEDULE 40 PVC 4"SCHEDULE 40 PVC BY THE CITY OF RALEIGH AND SHALL BE SO vv z a
� LEADER UNDERDRAIN MAIN UNDERDRAIN INSTALLED UNLESS A CHANGE IS AUTHORIZED BY i
�-� 0, °• / /� ' RCP [� 00 o i o °
--- -- --_ � so �•asx Og ° @ 0.50%SLOPE @ 0.50/°SLOPE WRITTEN APPROVAL. PUBLIC SANITARY SEWER
-' q y EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL n M
° ACCEPTANCE, V j "
� � \ •U O / e- � / 000000000o N�
o -- :.C--' Spy (° --- -`' --- -- --;•= \� FES Z 1 / o SIGNATURE: o Lu n
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/ ® DIRECTION OF FLOW DIRECTION OF FLOW �17
mac• � / / ' �• 3/4"PERFORATIONS AT 4'O.C. NOTE:WRAP ALL SECTIONS OF PVC V H
v , ,-- �/ - - -- -� /'/' % INV OUT = 1 0 \ MIN.(9)PERFORATIONS PER LF UNDERDRAIN TWICE WITH MIRAFI FIR 500 TRANSPORTATION SERVICES: o
`n / .` �p�P`' - , CO i / / / 191.00 OF PIPE (OR APPROVED EQUAL)AND SECURE WITH Z Z a z
wn -_ / Y� Q `- / // e / / STAPLES PUBLIC UTILITIES: .� 0 R M
/ � J 9 � ,, / , // / o � 8"X8"x4°PVC L Q O N J
o / __-- / / / / // / REDUCING TEE JOINT 8"SCHEDULE 40 PVC I� O W
J / \ OVERFLOW STRUCTURE / '/// / MAIN UNDERDRAIN CONSERVATION ENGINEER: ®J Ic QA
_ HW 1 O ' /�,- / OVERFLOW GRATE ELEV = 197460/ /// / o o / @0.50%SLOPE J aC 00 0
/ ,. s INV I N (8 PVC) = 122.1 Y / ////, :d)-a,�
a ��. INV OUT (15 RCP) - 192.00 0 0 °-o,
/ \ �3 J � - / // UNDERDRAIN JOINT PLANNING: -
9 / PVC�� --- a ,S // �i�� /i/, / CONNECTION DE.. SAIL ® °'°P
' j-✓- ` ---- -- \ \ / /�/� / ( SCALE: 1"=NTS SCHEDULE DETAIL
O / ` / ` \ /'' /- A
/ / // ``. \ `_ _ SCALE: 1"=NTS
/ /'/ BMP EAR MENT ��,• ' �� r -- _ : j /// � .
OF
V oX►
- - , • \ ,' / i� ��/� % // /'--'"'-..mot � ! \� e
' / • \ / i //// /%// / --,, \� OVERFLOW STRUCTURE (SEE DETAIL) 40 gmul
10' WIDE MINIMUM MAINTENANCE ACCESS PATH �:~
10 WIDE MINIMUM MAINTENANCE ACCESS PATH (5:1 MAX LONGITUDINAL 10:1 MAX CROSS-SLOPE)
Al,
(5:1 MAX LONGITUDINAL 10:1 MAX CROSS-SLOPE)
/j/// / �� _ FILTER MEDIA LAYERS® Sp, /// /� �� (SEE DETAIL) 00
__�� • \ ,ems /� ,y Jo0l"/ol/
/ 100 YR. STORM WSE = 197.83 3! OVERFLOW GRATE ELEV.= 197.60
__ r/ �q /j 'l! � 'I S 3 FORESAY INVERT to
ELEV= 196.50 MP F RE AY ( DETAIL)
I- y
/// / (TOP OF FILTER MEDIA)
/// �.' • // /// / �, �_- / [NV [N. S PVC W 2
IN-SITU (FROM C820)=196.50 us
J 7 -----_! SOIL IN_
SITU O 2
SOIL V O
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STONE BED INVERT ELEV- 192.00 O V!
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IN-SITU iN-SITU y�.
`o �` \ -' / \` / //%/ !/ /./ i / / �\ SOIL PVC UNOERDRA I N (SEE DETAIL) SOIL Lu F- W
a IMPORTANT INSPECTION AND MAINTENANCE PROCEDURES: BID-RETENTION CONSTRUCTION SEQUENCE:
4- -IMMEDIATELY AFTER THE BIORETENTION CELL IS ESTABLISHED,THE SOD WILL BE WATERED ONCE DAILY IF DWO BMP DESIGN SUMMARY UNDERDRAIN SYSTEM SUMMARY 2.5'X2.5' OVERFLOW GRATE
c NEEDED UNTIL THE PLANTS BECOME ESTABLISHED(COMMONLY 8-10 DAYS). Q
TOP OF CURB NOTES: 1 :
° 1. ENSURE UPSTREAM CONTRIBUTING DRAINAGE BASIN IS FULLY STABILIZED PRIOR
c -SNOW,MULCH OR ANY OTHER MATERIAL WILL NEVER BE PILED ON THE SURFACE OF THE BIORETENTION CELL. TO COMMENCEMENT OF BID-RETENTION AREA CONSTRUCTION. TOTAL AREA TO BID-RETENTION CELL: 1.964 ACRES PERMEABLE FLOW RATE,h I 1.401N/HR. 1 THE SLOPE OF THE GUTTER TO N a
2. REMOVE TEMPORARY DETENTION BASIN ON LOT/K1 PRIOR TO START OF IMPERVIOUS AREA TO BID-RETENTION CELL: 1.61 ACRES (Qk=k(InAu)°ponding depth 1 media depth) ELEV OVERFLOW GRATE = 197.60 THE CATCH BASIN ON THE UPHILL p
m -HEAVY EQUIPMENT WILL NEVER BE DRIVEN OVER THE BIORETENTION CELL. CONSTRUCTION. FOR SLOPE SIDE SHALL BEGIN 10' FROM THE
-SPECIAL CARE WILL BE TAKEN TO PREVENT SEDIMENT FROM ENTERING THE BIORETENTION CELL. 3. GRADE AND STABILIZE DIVERSION DITCHES AROUND BIO RETENTION CELL TO RATIONAL C-VALUE: 0.81(0.35 OPEN,0.95 IMP.) PERMEABLE FLOW,Qp: 0.162 CFS ,•• 12�q NOTE SEE THE CATCH BASIN. THE SLOPE OF
o (Qp=Qk°SA•1Fi'/121N°1HR/3600S) ELEV BIO-RETENTION ELEV 810-RETENTION �s' �' NOTE 1. THE GUTTER HI THE CATCH BASIN
ON THE DOWNHILL SIDE, N �' O
0 DIVERT UPSTREAM FLOW DURING CONSTRUCTION.
o -ONCE A YEAR,A SOIL TEST OF THE SOIL MEDIA WILL BE CONDUCTED. 4. EXCAVATE SIO-RETENTION FOOTPRINT AREA TO DEPTH SPECIFIED ON PLANS RUNOFF COEFFtC1ENT,Rv: 0.T68 SURFACE= 196.50 SURFACE= 196.SG SHALL BEGIN 5 FROM 2
5. INSTALL 4'X4'OVERFLOW STRUCTURE AND IV RCP OUTLET PIPE AS SHOWN ON RUNOFF DEPTH,Rd 1,0" SAFETY FACTOR: 5 THE CATCH BASIN.
v AFTER THE BIORETENTION CELL IS ESTABLISHED,FINANCIALLY RESPONSIBLE PARTY WILL INSPECT IT ONCE A MONTH AND WATERSHED AREA,A: 1.964 ACRES DESIGN FLOW,Od: 0.81 CFS FLOW LINE
m WITHIN 24 HOURS AFTER EVERY STORM EVENT GREATER THAN 1.0 INCHES(OR 1.5 INCHES IF IN A COASTAL COUNTY). PLANS. 2) STEPS SHALL BE INSTALLED IN
� m
c F INSPECTION AND MAINTENANCE WILL BE KEPT IN A KNOWN SET LOCATION AND WILL BE AVAILABLE UPON 6. PLACE FIRST COURSE OF 16•THICK 07 STONE AND LAY W PVC MAIN LINE AND 4 2-z'G.I.PIPE OR PVC PIPE ALL CATCH BASINS OVER 3' IN DEPTH.
o RECORDS O WATER QUALITY VOLUME,WQv: 5.277 CUBIC FEET UNDERDRAIN CAPACITY DEPTH SHAH UT MEASURED FROM THE ' Z
REQUEST.INSPECTION ACTIVITIES SHALL BE PERFORMED AS FOLLOWS.ANY PROBLEMS THAT ARE FOUND SHALL BE PERFORATED LEADER LINES FOR UNDERDRAIN SYSTEM PER PLAN.INSTALL AND e'MIN.,ovER 1 z'DEEP i2"MIN. TOP OF THE GUTTER . THE INVERT °�
REPAIRED IMMEDIATELY. SEAL ALL CONNECTIONS OF PVC PIPES.ENSURE MAIN LINE AND LEADER DRAINS (WQv=•3630'Rd'Rv°A) (NxD=16'((Qd°n/slopeA0.5y+3/S)) NxD=6.46 0 1 F 06y'RCP uP To s FROM TOP CURB. 7`
OF THE CATCH BASIN.
INSTALLED BETWEEN 0.50-0.60%SLOPE.CONNECT 8°MAIN LINE DOWNSTREAM ( PVC N 0.SOy.
MAINTENANCE PROVISIONS FOR BIORETENTION AREA: END TO 47(4'OVERFLOW STRUCTURE PER DETAILS.GROUT CONNECTION TO BMP SIZING 8 DIMENSIONS NUMBER LEADER DRAINS(4"): 5 (FROM UNOERDRA t N) 5. 3) SOLID CONCRETE BRICKS MAY 8E E-
INSPECTION AND TOTAL LF PERFORATED 4"PVC: 278 LF USED IN 4X4X8 OR 4X8X16 SIZES. CL
STRUCTURE. TOTAL LF NON-PERFORATED 4'PVC: 25 LF I`* 4) NCDOT APPROVED PRECAST �e.I
la CONCRETE BOXES ACCEPTABLE F
o BMP ELEMENT: POTENTIAL PROBLEMS: HOW TO REMEDIATE THE PROBLEM• 7. FILL#57 STONE TO 16°DEPTH AND ENSURE A MINIMUM 2°OF STONE TO SEPERATE DESIGN PONDING DEPTH,D: 12° V
��{ USING STANDARD 5' CASTINGS, z Q
o m CROWN OF LEADER PIPES AND TOP OF STONE. NUMBER MAIN LINE DRAINS(W): 1(D=8,N=1,NxD>6A6)
THE ENTIRE BMP TRASWOEBRIS IS PRESENT. REMOVE THE TRASH/DEBRIS. S. INSTALL GEOTEX71LE FILTER FABRIC LAYER ON TOP OF 967 STONE LAYER. PONDING VOLUME REQUIRED,Vr, 5,277 CUFT. 12• I
TOTAL LF NON-PERFORATED 8'PVC: 61 LF 5) DOMESTIC CASTING REQUIRED WITHIN p F ®L{,� J
1- n OVERLAP ROLL WIDTHS AT A MINIMUM OF 1'AND KEY IN A FABRIC A MINIMUM OF PONDING VOLUME PROVIDED V • 5 411 CUFT. '•'• STREET RIGHT OF WAY. cu
' 0
° 1.W INTO SOIL AROUND PERIMETER OF FILTER AREA, p NUMBER CLEANOUTS(REQ'D 1 PER 1000SF): 6(5 REQ'D @ 4,992SF) ELEV 8" PVC ELEV 15" INV OUT = 192.00 ° ' Q z (%'
Cr_ ° THE PERIMETER OF AREAS OF BARE SOIL AND/OR REGRADE THE SOIL IF NECESSARY TO INV I N = 192.17 ° ,. ° c+a O IW 0 N
N THE BIORETENTION CELL EROSIVE GULLIES HAVE FORMED. REMOVE THE GULLY,AND THEN PLANT A 9. INSTALL 4"THICK LAYER OF WASHED SAND OVERTOP FILTER FABRIC.ENSURE BID-RETENTION PONDING INVERT ELEV: 196.50 FT(SA @ 196.50=4,992SF)
+ GROUND COVER AND WATER UNTIL IT IS CONSTRUCTION EQUIPMENT DOES NOT TRAVEL OVER PVC PIPE TO PREVENT BID-RETENTION PONDING MAX ELEV: 197.50 FT(SA @ 197.50=5,842S 3000 ° ° °° .o° °e° a ° ° LLI z II
Lu c ONE-TIME FERTILIZER APPLICATION. BREAKAGE. P.S.I. ° ° ° . ° °• c° Q
0 CONC. °°°e o o ° I
Q
m 10. CALCULATE TOTAL VOLUME OF FILL MATERIAL REQUIRED FOR BIORETENTION BID-RETENTION CELL AVG.LENGTH: 85' BID-RETENTIO OVERFLOW ° , . ' ° Z D Q G�
o CELL AND MIX MEDIA TO THE%WEIGHT COMPOSITION AS DETAILED IN THE BID-RETENTION CELL AVG.WIDTH 69' /2 D ' ° ' °' ° •• O e
THE INLET DEVICE:PIPE, THE PIPE IS CLOGGED UNCLOG THE PIPE.DISPOSE OF THE
o STONE VERGE OR SWALE (IF APPLICABLE). SEDIMENT OFF-SITE. DESIGN SUMMARY NOTES ON THIS PLAN.INSTALL MEDIA MATERIAL TO A DEPTH STRUCTURE ELEVATION DETAIL ° e ° ° ° ° ° , ° ° . ° ° , ° s" UP TO t 2' DEEP o O mcc
LIj OF 2,5'WHILE ENSURING THAT CONSTRUCTION EQUIPMENT DOES NOT PASS OVER MEDIA AND SOILS SUMMARY SCALE: 1"=NTS °O °°' ° ° ° ° ° °°' ° °• ° °' ° '°°' °°' 6' �- i 2" OVER 12' DEEP M 2 J
ao THE PIPE IS CRACKED OR REPLACE THE PIPE. MATERIAL ALREADY INSTALLED.ACCIDENTAL COMPACTION OF MEDIA MATERIAL
g• g•q• C m Q U.
m OTHERWISE WILL RESULT IN FAILURE OF STRUCTURE TO PERFORM ADEQUATELY UPON INITIAL SOD LAYER TOPSOIL DEPTH,FT. 0.33 FT.(TOP ELEV=196.50) O y
<n DAMAGED(IF APPLICABLE).
o_ m INSPECTION.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE AND
EROSION IS OCCURRING IN THE SWALE REGRADE THE SWALE IF NECESSARY TO REPLACE ANY MEDIA MATERIAL OVERCOMPACTED BY CONSTRUCTION PLANTING MEDIA DEPTH,FT: 2.50 FT. 10 Ak
W
(IFAPPLICABLE). SMOOTH IT OVER AND PROVIDE EROSION EQUIPMENT. PLANTING MEDIA SOIL COMPOSITION STANDARD C.B. STEP
c CONTROL DEVICES SUCH AS REINFORCED %SAND(BY WEIGHT): 859'0
co o TURF MATTING OR RIPRAP TO AVOID 11. 2°LAYER OF SOD PER BMP PLANTING NOTES SPECIFIED ON THIS %FINES(BY WEIGHT) 12% 3-#3 KEBABS 15 m
FUTURE PROBLEMS WITH EROSION. %ORGANIC MATTER(BY WEIGHT): 3% 8' LONG 3.
12. ENSURE 4•PVC RISER PIPES FOR CLEANOUT ARE 4-°ABOVE SOD LAYER.
m STONE VERGE IS CLOGGED OR COVERED REMOVE SEDIMENT AND CLOGGED INSTALL CLEANOUTS AS SPECIFIED ON THE PLAN.INSTALL 7 TALL WOODEN STAKE s• s• 6 GROUT
* IN SEDIMENT(IF APPLICABLE). STONE AND REPLACE WITH CLEAN STONE. WITH FLAG TO IDENTIFY LOCATION OF CLEANOUTS. WASHED SAND LAYER DEPTH,FT: 0.33 FT. �/IN PLACE
13. VERIFY TOP OF OVERFLOW STRUCTURE IS 12'ABOVE SOD LAYER TO ENSURE /f57 STONE LAYER DEPTH,FT: 1.33 FT (BOTTOM ELEV=192.00) A V�
THE MAXIMUM ALLOWED PONDING DEPTH IS MAINTAINED.INSTALL GRATE ° •°• • •°• 21,/• N
THE PRETREATMENT AREA FLOW IS BYPASSING REGRADE IF NECESSARY TO ROUTE ALL a eee a o00 000
� PRETREATMENT AREA AND/OR FLOW TO THE PRETREATMENT AREA.
STRUCTURE AT TOP OF OVERFLOW STRUCTURE. PES`N° AJ
�•
L GULLIES HAVE FORMED. RESTABILIZE THE AREA AFTER GRADING. 14. GRADE AND INSTALL FOREBAY WITH RIPRAP AS SHOWN ON THE PLAN AND 2-2•PIPES 22' z i/: SIDE 0
DETAILS. LONG ON A 3' PLAN ELEVATION
SLOPE-16'6ELOW Q
L SEDIMENT HAS ACCUMULATED TO SEARCH FOR THE SOURCE OF THE 15. WATER AND FERTILIZE ACCORDINGLY TO ESTABLISH ROOT SYSTEM OF SOD TOP OF C.B. q.I
A DEPTH GREATER THAN THREE INCHES. SEDIMENT AND REMEDY THE PROBLEM IF PRIOR TO BRINGING STRUCTURE ONLINE. 4•THICK SOD LAYER W/APPROVED ELEV TOP OF STRUCTURE=204.58 SLIP RESISTANT CLEATS ? z
+ POSSIBLE.REMOVE THE SEDIMENT AND 0
m STABILIZE THE PRETREATMENT AREA. 16. ONCE VEGETATION IS ESTABLISHED IN BIO-RETENTION AREA,REMOVE PLUG B1041ETEMION GRASSES (TOP OF CURB) ':; ' ': STANDARD CATCH BASIN W MINIMUM, 2'-6•MW. B 'REBAR CORROSION
pOC
o FROM W DIP INLET PIPE IN BYPASS C620 TO BRING CELL ONLINE.
EROSION HAS OCCURRED. PROVIDE ADDITIONAL EROSION 3 3 (SEE DETAIL STD. 30.01 ) OVER IZ'DEEP
12"MINIMUM UP TO MATERIAL Q
L PROTECTION SUCH AS REINFORCED TURF 1 18" RC L F s'FROM TOP OF CURB. 12' (Pusncj) V
MATTING OR RIPRAP IF NEEDED TO -�1 -. / I / ,/ I 1/ V `' '' ' EL.=198.50 " mi
LPREVENT FUTURE EROSION PROBLEMS. ..............................................................:.:...............:.•._.:....... -, �..�.... @ 1.11 s IF STRUCTURES TYP.
18 RCP
y i 15' ELEVATION SECTION A-A m
GREATER THAN 12' ii
0 P
0
EE fOOTINC IS
O
ITU INS r
Y -
O EX10 TEND 6'
THE WEEDS PREFERABL
Y B -
S ARE PRESENT. .
REM
OVE IN-SITU
2
WEE
DS -
r•2.5'THtCKBID-RETENTION FILTER MED SOIL
BE
YOND THE STRUCTURE
o HAND. SOIL %COMPOSITION BY WEIGH CITY OF RALEIGH
( T) z
+ :85%SAND I °\ •o PUBLIC WORKS DEPARTMENT
t
�' °
DEAD DISEASED OR DETERMINE THE SOURCE OF THE 4'THICK LAYER '�<' 12%FINES SILTICLA - - s' 46•
THEE VEGETATION
NTION CELL: PLANTS ARE PLANTING/SODDING NOTES: ft 42.50E 18 RCP o< � °;e•°
- PROBLEM:SOILS,HYDROLOGY,DISEASE, BMP PLANTING/SO WASHED SAND FILTER FABRIC
� E STATION DYING. :t:3%ORGANIC MATTER -
, g°� , . �eo REVISIONS DATE: 5/6/06 DRAM BY: WDP �/
V G PROBLEM AND 0.SOy. ° , ,° ° 2
ETC.REMEDY THE P R o° 0 5 19 04 JTT MIRAFI FlAI500 O
8 L R � '°8 CP 7 1 .- 6y a
' - i •ooao
° .o •'o ri o,
0 0 0, ° a
° ° 5' OM
ONE-TIME VIDE A
LACE PLANT
S.PROVIDE - P (FROM
ELEV 18 RC 0 C8161=200.50
EQUAL s ROVED U s Ds WDP
0
CELL
APPROVED Q
GRASSE
D B10-BETE NTION O
THE -o APPLICATIONESTABLISH PUCATiO RAPCATC FERTI LIZE - H
3000 PSI CONCRETE
a GROUND COVER IF A SOIL TEST INDICATES FILTER MEDIA DEPTH REQUIRED: 2.W 16"THICK LAYER lt57 STONE 1/17/°7 JTT
° IT IS NECESSARY.
_ FILTER MEDIA DEPTH PROVIDED: 2.5' (FOR PVC UNDERDRAIN SYSTEM) BASINIn V `C
5/3!/07 JTT
c o - DRAWING NOT TO SCALE - STD. # 30.01 Q
THE BIORETENTION CELL: MULCH IS BREAKING DOWN OR SPOT MULCH IF THERE ARE ONLY RANDOM SOD SPECIES TYPE:
°o SOILS AND MULCH HAS FLOATED AWAY. VOID AREAS.REPLACE WHOLE MULCH TIFWAY(T-419)HYBRID BERMUDAGRASS EL=182•00 ® W
LAYER IF NECESSARY.REMOVE THE SUPPLIER CONTACT:SUPER-SOD,INC.[phone] ELEV 18"RCP (FROM C819)=198.09
REMAINING MUCH AND REPLACE WITH 4.0 PVC PERFORATED UNDERDRAIN IN-SITU 8'0 PVC UNDERDRAIN MAIN LINE V)
TRIPLE SHREDDED HARD WOOD MULCH AT SOD INSTALLATION TO OCCUR BETWEEN MARCH 1-OCTOBER 31 HEADER LINE MIN.SCHEDULE 40 PVC SOIL MIN.SCHEDULE 40 PVC @ 0.50% ELEV 18"RCP (TO STREAM)=197.99 /� Lu
= Q
A MAXIMUM DEPTH OF THREE INCHES. @ 0.50%(TIE TO W MAIN LINE) (TIE TO OVERFLOW STRUCTURE) LU
.. m SOILS AND/OR MULCH ARE DETERMINE THE EXTENT OF THE CLOGGING 1. PREPARE TOP 4�°OF SOIL MEDIA BED TO ENSURE LOOSE SO)L PRIOR TO IO-RETENTION FILTER 400E 8 PVC \/
0.75% J W
CLOGGED WITH SEDIMENT- -REMOVE AND REPLACE EITHER JUST THE SOD APPLICATION.FERTILIZE ACCORDING TO SOIL TEST RECOMMENDATIONS. MEDIA CROSS-SECTION
Lcc
TOP LAYERS OR THE ENTIRE MEDIA AS 2• INSTALL SOD OVER ENTIRE FILTER MEDIA AREA(-5000-55WSF) ELEV 8" D[P (TO B[0-CEL L)=196.80 t `
NEEDED.DISPOSE OF THE SPOIL IN AN 3. WATER ONCE DAILY FOR 8-10 DAYS TO ENSURE ATTACHMENT OF ROOT SCALE: t"=NTSLL
o APPROPRIATE OFF-SITE LOCATION.USE ELEV BOTTOM OF STRUCTURE=196.30 1 "
� a TRIPLE SHREDDED HARD WOOD MULCH AT SYSTEM TO SOIL MEDIA BED. O F
m A MAXIMUM DEPTH OF THREE INCHES. BYPASS CATCH BASIN CB20
, r ♦ �_
L SEARCH FOR THE SOURCE OF THE SOD MAINTENANCE:
m SEDIMENT POSSIBLE.AND REMEDY THE PROBLEM IF ELEVATION DETAIL ® • ••••°l/°pie
4. MOW GRASS TO A HEIGHT OF 1.5-2'ON A WEEKLY BASIS.ENSURE GRASS SCALE: i"=NTS ° S�Dy�•�9 00
cN�l c AN ANNUAL SOIL TEST SHOWS THAT DOLOMITIC LIME SHALL BE APPLIED AS CLIPPINGS ARE TRAPPED AND ARE NOT REAPPLIF�/DISTRIBUTED OVER THE GRASSED
PH HAS DROPPED OR HEAVY RECOMMENDED PER THE SOIL TESTAND MEDIA SURFACE. _ •
1" -- METALS HAVE ACCUMULATED IN TOXIC SOILS SHALL BE REMOVED, 5. FROM MARCH 1-OCT31:APPLY 16.4.8 FERTILIZER AT A RATE OF(40#11000 e SEAL • _
:. v THE SOIL MEDIA. DISPOSED OF PROPERLY AND REPLACED Sam)ON A BI-MONTHLY BASIS. ®�'"® �3OT2 e (A
®�® z
Z cv m WITH NEW PLANTING MEDIA.
o c 6. APPLY PRE-EMERGENT HERBICIDE TREATMENT ON NOV 1 ON AN ANNUAL ®®®9 •.�jlr
c
o Y BASIS. < uj
-
�- 0 .d THE UNDERDRAIN SYSTEM CLOGGING HAS OCCURRED. WASH OUT THE UNDERDRAIN SYSTEM. `\
®O®� e��NT• s� V o'®
v 0 c
V) N X
o z THE DROP INLET CLOGGING HAS OCCURRED. CLEAN OUT THE DROP INLET.DISPOSE OF
M THE SEDIMENT OFF-SITE. NOTE:
Eg
INSTALLED SYSTEM WILL MEET DESIGN SPECIFICATIONS UPON INITIAL
a THE DROP INLET IS DAMAGED REPAIR OR REPLACE THE DROP INLET. OPERATION ONCE THE PROJECT IS COMPLETE AND THE ENTIRE DRAINAGE
SCALE IN FEET A�lu q !_ a
V) GO
AREA IS ESTABLISHED. "i
F--uj oEROSION OR OTHER SIGNS OF CONTACT THE NC DIVISION OF Q THE RECEIVING WATERS DAMAGE HAVE OCCURRED AT THE QUALITY 401 OVERSIGHT UNIT AT 919 0 10 20 40 60 80 o
.733.1786.
� '; �
0 Q OUTLET v
0 > O W
z O
R:*2006jobs*06777000*Construction*6777c4-2.dgn cc

ALL' MATERIALS' AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH AND CONFORM TO WAKE L;UUNIY' 81ANDAR- 08 ANU WEGIFIGATIONS. IT'S THE LAW!
AS OF JANUARY 1 , 1986, NORTH CAROLINA STATE LAW
L0 99
ATTENTION CONTRACTORS REOUIRES ANYONE EXCAVATING WITH MECHANICAL
EOUIPMENT ON HIGHWAY RIGHTS-OF-WAY, PRIVATE
Public
Water Distribution/ Extension SyLte UTILITY EASEMENTS. OR PUBLIC SPACES TO NOTIFY
The Construction Contractor responsible for the extension of water, ALL UTILITIES TWO (2) WORKING DAYS PRIOR TO
100 YR The City of Raleigh consents to the connection and extension of the sewer,andfor reuse,as approved In these plans.Is responsible for DIGGING.
FLOODPLAM CWs public water system as shown on this plan. The material and contagng the Public Utilities Departinent at (919)85 NOTES:
construction methods used for this project shall conform to the at least fourhours prior to beginning any of their construction. 1. ALL PIPE LENGTHS ARE MEASURED FROM CENTERLINE
It standards and specifications of the City's Public Utilities Handbook. OF STRUCTURE TO CENTERLINE OF STRUCTURE.
0 1 0- City of Raleigh Failure to notify both City OVartnients In advance of beginning -CALL CENTER
: construction.will result In the issuance of monetary fines,and 2. CONTACT NORTH CAROLINA ONE
EX CURB INLET Public Utifides Department Permit# require reinstallation of any water or sewer facilities not inspected PRIOR TO ANY CONSTRUCTION. [phone]
TOP = 204-45 Cq as a result of this notification failure.
INV IN (NORTH) 194.95 Authorization to Construct EX EASEMENTS T
C
INV IN (EAST) 194.95 #
:: 1 .5 Failure to call for Inspwdon,Install a Downstream Plug,have BE ABANDONED
PROP INV IN (CB 4-4) 197.0 1 ,
1: 1
INV OUT =194-85 1: 1 0 Date Permitted Plans on the Jobsile,or any other Waladan of City of
Ratelgh Standards will result Ina Rhe andiPossible Exclusion
4 4'
11 49, from future work In the City ofRatelgh.
4 0 VARJ'ABLE PUBLI- PROP 30' A Ss
WAKE COUNTY I
PIN : 1724-63-9367
ZONING IND-1 D INAGE EASM' I
USE ANIMAL CONTROL �w
EX 24" 111:1 EX 30" RCP EASEMENT
001 MOO Q. 0 INV = 2C!j �
9 EX 24" FES P, INV = 195.93
BMP EASEMENT (TO BE REM�3%1 (TO BE REMOVED)
It A
It 204.48 RCP A
20 r..
00
nD W W IC
10 R V E It 10,
I'D Z:�/
PAHR HW 10 EX 24" RQP >0 U<
60' PUBLIC R/W INV = 208-47
a. �A (TO BE REMOVED)
14r
100 VILDOOPLA
--------- ----------- 215.80 LU cc Z
-------------- -- 00, UJ cc 15
215.50
It Z -4
LLJ 0 t;
197 103 4 1 11 Hctl 216.30 216 10
STA X LU 0
S8 5 W_ 2Vbpp / I 1�+93.53 (28' Z I-gG LL
�5!18-1 M C 7 kFBO1' EINFORCE RAUIU$ POINT CUL-DE-SAC Z 1=0
12" DIP RLINE �-- rr (2) x AS 4WATER 0 LL. Lu
I- U) CONCRT CUAEFIC57-H27Y
M- - -M- - _AX - -N�LT�_ M METER LU Z
--------------------- -RIGHT) L
--------------------- -- (BY STAY 217.35 (TYP. )
--------------------------------------- INV IN 190.40
4 8 INV OUT 189.70 EX 20' CITY OF RALEIGH SAN. 218.60 FIRE HYDRANT rLi Im
_J 30" CURB & GUTTE1 ASSEMBLY (TYP I, I*M
EX FH (TYP) 216.3 V­11-
T151=4= It 2 B. - 992 PG. 923 X% \ \ \ 0 LU *.`Ii
fT 5' CQNC SIDEWAL
PROP 20' CITY OF RALEIG TY 10 U,
E AjSjjSPEASMP: �r CY-
LA 13 i I I ;:-�
203 9
Z
A, B HC
co 19 MH 5 oei C�
it 1191 I'll SEF- 0 Z =)5; _­4
79.2 30- CURB & GUTTER 0 0
EX ESa �A EMEN, Al
CC 217.10
4T5-24'42-E L 1 P a 08 U W/
�9 4/ 1 (TYP) �734 3 0 Aa U!
(T LU
SIDEWALK ;5 FIRE HYDRANT \q pL
s J
V% Qv ASSEMBLY (TFP-)- a
:,CIO- iia ILI 9k 00
iptil M OW
ICR ilu 4n C?
EgIR HLYIYIRI8 T -W G
11) 6_ H_ FIRE HYDRANT C', VJ Ed<
ASSEMBLY (TYP)
X S E (TY 2) 11.00 1 q Ito
Lu PROP STORM A EM ? III.P.
I rc
2D DRAINAGE HILLCREST BAPTIST CHURCH
EASEMENT 4 7.3..Z5 PIN 1724.15-53-5801 CL
ZONING :R-6
0 UJI
CS 13 USE :CEMETERY 0 J
J) 0ELEtA$ VALVE
RG I-LL
CB 16 cou
STA 13+13.31 )
::E 20' UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES,
R 395.00 FES INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO
. . . .......
toll
EX 201 rTTY nF RAI ­­ BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY 2
SEWER ESMT. PE LON CITY CODE. THESE FACILITIES HAVE BEEN APPROVED
V %% k >r BY THE CITY OF RALEIGH AND SHALL BE SO
B.O.M. 1992 PG. 923 1 1 cry I I I ,, , 0 SEAL
4) STA 12+18.58 COMMERCE PARK DRIVE INSTALLED UNLESS A CHANGE IS AUTHORIZED BY 230712
0 - ui
STA 1+00-00 PLAINVIEW DRIVE WRITTEN APPROVAL. PUBLIC SANITARY SEWER
HW 3 It � I
ESBO�Ell 1
EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL
6filhili RA ACCEPTANCE. 0
SIGNATURE:
It
Ill too I
I Ila
> PAN LUTHER�N MINISTRIES t %,-
ID OF WAKE '�UN IM
1724.1
1 531Y
0 gbINC. M Z
0 PIN 44 TRANSPORTATION SERVICES:
4- ING : cc -3 0
It It ZON UD R -
It USE : M.F RiStD&�PIAL > PUBLIC UTILITIES: LEGEND: C11
c)
a
L EX 20' CITY OF RALEIGH SAN, :9 U.
(D Sr`WrR_=M - > PROPOSED CENTERLINE PROFILE 0
C __<
C B.O.M. 1992 PG. 923 CONSERVATION ENGINEER: EXISTING CENTERLINE PROFILE
---------- EXISTING PROFILE @ ROW - RIGHT CA
LU
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ALL MA I CINIAL0 AIMU koUIVO I I 1UIV 11VII&MV11,00 017111ft1=16 LP& 11V M%0%W%#nWA1'd%0l6 vViii-I #%I rA 111.0 %owivAll %Ovalwi a %.f W 9 0_%I1'%&m %0%.v%&Iow a I 0&-% we-am New All% aff a z_%01@ I!%ON-%a a W 0%lij.
-
I LID_____ -------__ '
1-1 . I
,.... � hLk I I I I I I I I I
I.... r\) / I "I-- : NOTES:
.
­
4 .1., r\) / -_-, I 1. ALL PIPE LENGTHS ARE MEASURED FROM CENTERLINE
.-.:..: I / / I I I I I � Z:�'���� LINE OF STRUCTURE.
:�)'/ 11.-�". ' I I
....'_..' I S 1.
--
..*,.-I [\\) / 11 I ____%M_�E`:VALVE :
I "" / Nr
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ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH AND CONFORM TO WAKE COUNT-
LL
SEE NOTE 13 ON VARIABLE SLOPE VARIABLE SLOPE CITY OF RALEIGH SIDEWALK REQUIREMENTS FOR PRIVATE STREET TiE-INS ASPHALT PAVEMENT PATCH
SIDEWALK ACCESS RAMP A SHEET 4 of 4 Nor TO EXCM Nor TO EXCEED SIDEWALK ACCESS RAMPS
SEE NOTE i SEE NOTE 1 DUMMY JOINT 4'o MIN. DUMMY JOINT 121 12•I GENERAL NOTES
SHEET 4 4'STOP BAR TYPICAL A.PRIVATE STREET TIE-IN TO PUBLIC STREET i SAW CUT SAW CUT
16'-0 Is-o WITH SIDEWALK ON THE PRIVATE a AND TACK AND TACK
PED-MNC ASSED AREA ,,, c BACK OF STREET ONLY-
r0 MIN. $ 6'-0 f'-0 MIN. 6'-0 4' 6'-0' 4' 0'MIN. 6'-0• SIDEWALK EXISTING PAVEMENT NEW I-2 ASPHALT 2° MINIMUM EXISTING PAVEMENT
SIDEWALK sloEwAtx y < $ 5' SIDEWALK USE DIAGONAL RAMP ON BOTH RADIUSES.
1. NORTH CAROLINA GENERAL STATUTE 136-44.14 REQUIRES THAT ALL STREET CURBS N..;
1 r c,. ,C o,V.••�,..�, .a, :, ..
1 F TRA ,PROCEDURES,NC PROCEDU
STRUC7ED FOR MAINTENANCE t u•. 'ir.•BEING CONSTRUCTED OR RECON taa. •le :a
W v 4'STOP BAR B `"'''r• TOP°F OPERATIONS, REPAIRS, CORRECTIONS OF UTILITIES OR ALTERED FOR ANY REASON AFTER O o0 000 p$00 °O° o 0 o O o O o O O°O o0°000 0 0
1 2" EXPANSION JOIN CURB v °00 O o 08 3 O O o0, O °O o O o 0 o0a°°0 0 00 O DoQ ° Qt
'� oo / iJ a DEPRESSED DEPRESSED SEPTEMBER i, 1973 SHALL PROVIDE SIDEWALK ACCESS RAMPS FOR THE PHYSICALLY OooO O�OLQ Doop 0$O O NEW ABC 12" MINIMUM DEPTH 0 00 °O ooY a00o 0 00 0°O
-� 4'STOP BAR D .ja.I,#v o' M GRASS STRIP D �Ng STANDARD ° T cuRB HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND SIDEWALKS e p o °, °o°o O°O o
?o SEE NOTE 1 ?yam BACK OF CURB ° y#j` STANDARD CURB ARE PROVIDED AND AT THE OTHER POINTS OF PEDESTRIANS FLOW. O O 9 O O°0 O o O 00 0 0•O°0 0 0 0 0 o Oa 0
TYPICAL CURB
SECTION "C-C" IN ADDITION, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES PUBLIC EXISTING ABC
(( � EXISTING ABC
SIDEWALK p�°;MNC ,,,,,. SIDEwAUC FACE OF CURB :. •°:' :-.16•0D• DOUBLE ACCESS RAMP PROVISIONS OF DEPRESSED CURBS ON ANY CURB CONSTRUCTED AFTER DULY 1, 1976 EXISTING SUBGRADE t, I(1-1 I I-1 I I• t,
P MIN A •-2'DETECTABLE WARNING OWES WHETHER A SIDEWALK IS PROPOSED IN117ALLY OR IS PLANNED FOR A FUTURE DATE �(1 I I I I II III I
DETAIL SHOWING TYPICAL LOCATION SEE NOTE 1 SEE NOTE p 1. B.PRIVATE STREET TIE-IN TO PUBLIC STREET III I 1 _i ii�I�
INSIDE PEOESIRAIN _DEPRESSED CURB THE AMERICANS WITH DISABIU77ES ACT(ADA) OF 1990 EXTENDS TO INDIVIDUALS WITH WITH SIDEWALK ON THE PUBLIC STREET ONLY-
OF SIDEWALK ACCESS RAMPS, PEDESTRIAN ,, TYPICAL tROSSWAtx UNE PEDESTRIAN CROSSWALK 16-o W II I II II II I II I
CROSSWALKS AND STOP BARS. ` . DISABILITIES COMPREHENSIVE CIVIL RIGHTS PROTECTION SIMILAR TO THOSE PROVIDED USE STRAIGHT 77E-1N ON B07H RADIUSES AS PER >'° COMPACTED FILL\ 10•MIMYUM C
mA TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE STANDARD 20.11 SHEET 2 OF 5. o.y
DOUBLE WHEELCHAIR RAMPS ARE TO BE mZp s'-o• f'-°•MIN. 6'-O gApC OF SIDEWALK CIVIL RIGHTS ACT OF 1964. THE ADOPTED SIDEWALK ACCESS RAMPS HAVE BEEN DESIGNED
SIDEWALK ACCESS RAMP sDEwALK VAR POPES NOT III=1 I I I-I I I-
to EXrIED 1rT TO COMPLY WITH CURRENT ADA STANDARDS. III-III-)I I-i I I
INSTALLED AT ALL PUBLIC STREET I I-i 111-III-I
INTERSEC17ONS WHERE SIDEWALK IS vARIABLE !AI s=AREA
3 g• TOP OF CURB 2. SIDEWALK ACCESS RAMPS SHALL BE PROVIDED AT LOCATIONS AS SHOWN ON THE PLANS °4Assm AREA fRASSED AREA III-I I(-III-I
REQUIRED, WHEN SIDEWALK IS NOT OR AS DIRECTED BY THE ENGINEER. SIDEWALK ACCESS RAMPS SHALL BE LOCATED AS L CURB AU a"'RCS
REQUIRED, CURB IS TO BE DEPRESSED 8.5'(UNLESS 07HERWISE SPEC/FfEO) DEPRESSED CURB 57DEWALX ACCESS RAMP• • INDICATED IN THE DETAIL HOWEVER, THE LOCATION MAY BE ADJUSTED AS DIRECTED BY AC STREET
LLI LLLL LLI • m
C � � PUBLIC STREET
AT ALL RAMP LOCATIONS AS SHOWN 72 DEWALK LE GUTTTEER THE ENGINEER WHERE EXfS71NG LIGHT POLES, FIRE HYDRANTS DROP INLETS, ETC. AFFECT
ON THIS SHEET. SEE NOTE 1 2'DETECTABLE STANOARO 2'6' STANDARD CURB WARNING aLTMES PLACEMENT. AT All LOCATIONS, NOT LESS THAN 2 FEET OF FULL CURB SHALL BE PLACED
SEE NOTE 1 TYPICAL 1z:1 wARN�lc pDOPES CURB d GUTTER UP Nor To EXCEED F• BETWEEN DOUBLE RAMPS. C.PRIVATE STREET TIE-IN TO PUBLIC BEREFT
TYPICAL f stop BAR 4" MAMMUM szDPE SEE c p WITH UB SIDEWALK ON BOTH THE PRIVATE AND 7 •t
DEPRESSED CURB PUBLIC - W'' W l- i� _
DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL PUBLIC STREET INTERSECTIONS °i �'W = -I I Z
PEG;XRIc T .a:.. USE DIAGONAL RAMP ON B07H RADIUSES. >ft >E _ h J
rD MIN. T _ SECTION ''D-D" WHERE SIDEWALK IS REQUIRED. WHEN SIDEWALK IS NOT REQUIRED, CURB/S TO BE DEPRESSED 4 y n In O
SIDEWALK SIDEWALK RAMP V407H AREA VARIABLE AT ALL RAMP LOCATIONS AS SHOWN ON SHEET 1 OF 4. � 40
GRASSED AREA SIDEWALK ACCESS RAMP •,�• ''••. .•.••.
••••.• •• BASE DIAMETER S h a
0 a 45 R TO 0.7 RR S/W AGAINST / N
4'STOP BAR J. THE WALKING SURFACE SHALL BE SUP RESISTANT. COLORS FOR THE DETECTABLE WARNING AREA TRANSITION BETWEEN V
c •o SECTION "A-A" F«,� z O O O O O O SHALL BE DARK CHARCOAL GRAY FOR CONTRAST WiTH LIGHT PATHWAY COLORS AND LIGHT CURB&GUTTER THESE POINTS
' --.• > FOR ALL PUBLIC STREET AE-INS w O O O O O TOP DIAMETER OF NO CONCRETE GRAY FOR CONTRAST WITH DARK PATHWAY COLORS.
NOTES:
4'STOP BAR a 0 1. THE PAVEMENT SHALL BE DEFINED BY A STRAIGHT EDGE FORMED BY A MACHINED SAW CUT. W O 0
-"' LESS THAN 50Y.TO
c 0 0 0 O 0 0 NO MORE THAN 65X "
GRASSED AREA OF THE BASE 4. NO SLOPE ON THE SIDEWALK ACCESS RAMP SHALL EXCEED 0.08 (12:1) IN RELATIONSHIP TO 2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO A DENSITY Lu
2' ~
SIDEWALK SIDEWALK N O O O DIAMETER THE GRADE OF THE STREET.
SEE NOTE f SEE NOTE 1 SLOPE 12.1 MAX(5'-4"MiN.) OF AT LEAST 95%OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO Z� 5 III W
TYPICAL TYPICAL 12" DEPRESSED CURB PUBLIC PUBLIC T-99 AS MODIFIED BY NCDOT. Tn Ic
5'moewAuc 0.65' 5. IN NO CASE SHALL THE WIDTH OF THE SIDEWALK ACCESS RAMP BE LESS THAN 48" =W O
DETAIL SHOWING TYPICAL LOCATION OF SIDEWALK ACCESS RAMPS 2'DETECTABLE 0.9" TO M1N. 1.6' TO 3. THE FINAL 1'OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO t00R OF THAT Ih-I� la.
PEDESTRIAN CROSSWALKS AND STOP BARS FOR TEE INTERSECTION. CUB G 77 s' 2D- HOWEVER, RAMP MAY EXCEED 48". D.PRIVATE STREET K ON TO PUBLIC STREET Q
I ff' CURB d pJT1ER SIDEWALK 1.4' 1 2.4 WITH NO SIDEWALK ON EITHER SIDE - ' OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH DASH TO T-80 AS W® O{t. he
4 •':•:'•'" ::': WASEE NOtE/1S i MODIFIED BY NCDOT. BITUMINOUS BASE OR BINDER MAY BE SUBSTITUTED IF APPROVED BY THE ENGINEER. Z
% •.' :'-" :'-"-: a• •., 6. USE CLASS A 3000 PSI CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH
__�GF �` GRASS STRIP �,:,: ;•..;�•;.,'; PRECAST CLASS 9" NONSKID SURFACE. INSTALL DEPRESSIONS > V if.
9pEWAtK ,_ ie 4. THE ENTIRE THICKNESS/VERTICAL EDGE OF THE CUT SHALL BE TACKED. ®o _
A�Ess 8 CONCRETE FOR A STRAIGHT TIE-IN a. Q -
RAMP _ DETECTABLE WARNING ON BOTH RADIUSES 5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO CASE SHALL
EXPAN90N,A71Nt • •. / DOMES 7. A 112"EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE SIDEWALK ACCESS RAMP AS PER "B"ABOVE. THE ASPHALT BE LESS THAN 2" THICK. Z J�^W
JOINS THE CURB AND AS SHOWN ON THE STANDARD DRAWING. M
f'STOP BAR 4*CONCRETE
/ t NOTE: 6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY TO ACHIEVE A SMOOTH
z B B SECTION "B-B" / i ALTERNATE MATERIAL MAY BE USED PROVIDED THE B. SINGLE OR DIAGONAL RAMPS ARE ONLY PERMISSIBLE FOR NEW CONSTRUCTION, AS SHOWN ON NOTE DIAGONAL RAMP REQUIRES A 60"DEPRESSION; LEVEL PATCH. ® d
O /
s1DEwAlx sTDEwAtx / PRODUCT HAS BEEN APPROVED BY THE CITY AND STANDARD RAMP REQUIRES 48"DEPRESSION.
r FOR RAMPS AT ASPHALT TO ASPHALT STREET TYPE DRIVEWAYS THE MANUFACTURER'S INSTALLA170H REQUIREMENTS SHEET 5 OF 5.
EL GRASSED AREA GRASSED AREA OR PRIVATE STREET TIE IN. ARE MET. I�' s-a, PUBLIC
N=t
O I-•M W
SHEET T OF 5 SHEET 2 OF 5 :'.1� SHEET 3 OF 5 SHEET 4 OF 5 6t0' 60°
VAR SLOPES NOT TOP OF CURB SHEET 5 OF 5 Z F W
DEPRESSED CURB d WINGS ,•,\ ��'• 1 TY ro EXCEED 12:1 `o
,� AT RAMP CITY OF RALEIGH CITY OF RALEIGH // - �, CITY OF RALEIGH C OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH ® on x
LJ NOTES: / PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT a•"�;; ,y „ 6" PUBLIC WORKS DEPARTMENT N-
0 PUBLIC WORKS DEPAR714ENT PUBUC WORKS DEPARTMENT // y�.
FOR RAMPS AT ASPHALT TO ASPHALT STREET DETECTABLE WARNING DOMES SHALL COVER 2•-0"LENGTH AND FULL PUBLIC WORKS DEPARTMENT ® t4 Cl N J
TYPE DRIVEWAYS OR PRIVATE STREET 71E 1N. REVISIONS DATE: 7/J/00 DRAWN BY.•JIB WIDTH OF THE RAMP FLOOR AS SHOWN ON DETAIL. MINIMUM SIZE REVISIONS DATE 7/J/00 DRAWN BY:JIB REVISIONS DATE 7/J/oo DRAM BY. JTB REVISIONS OATEi 7/J/00 ORABN BY: JIB GUTTER LINE REVISIONS DATE: 7/J/o° ORANN BY: JIB
REVISIONS DATE: 7/3/DO DRAWN 8Y. JIB x�m O W515104 JTT 5/5/04 Jtr 5/6/04 JTr 5/4/04 Jtr 5/19/04 JTT �'0
5/4/04 Jri OF PAVER SHALL BE V X i'. SIDEWALK ACCESS SIDEWALK 612106 JIT SIDEWALK STANDARD CURB LUP SSE TO EXCEED r/2' 615106 JUT SIDEWALK ASPHALT J SIDEWALK 1/87107 HOP 1/17/07 WOP ACCESS
611105 JTi RAMPS ACCESS 1/„/07 HOP ACCESS 1/n/°7"nPj am
Lu SEE SHEET 5 OF 5 FOR ADDITIONAL PRIVATE ACCESS OBTAIN 70%CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER 5/31/07 Jri 5131107 JTT RAMPS DEPRESSED CUR 1117107 MP RAMPS 5/JI/07 Jrr PAVEMENT .:!F as CO
1112107 HOP RAMPS
,a STREET TIE IN DETAILS RAMPS LIGHT ON DARK, OR DARK ON LIGHT SEQUENCE COVERING THE TYPICAL LOCATION ISOMETRIC VIEW 5 J1 07 JTr PATCH
DETECTABLE WARNING AREA. DIAGONAL RAMP \ Os
-- o STD. # 20.11 STD. # 20.11 STD. # 20.11 STD. # 20.11 STD. # 20.11 STD. # 20.41 ,w r a S T
Lu o
TOP OF CURB NOTES: I GRATE PER CITY STANDARDS IL~W 0D
SLOPES FOR VARIABLE SUPER ELEVATION RATE ( - s'-3•
FOR STANDARD 2'-6" CURB AND GUTTER 1) THE SLOPE OF THE GUTTER TO (� USE STD. N0. 30.13 OR 30.14
THE CATCH BASIN ON THE UPHILL 0 O Qi
LYl FOR SLOPE - 3' ��- ° \ 0 W.
ch
SIDE SHALL BEGIN IW FROM THE ` ...
Oi 03 07 03 12�4' RED.'S SEE THE CATCH BASIN. THE SLOPE OF W
° L- L m 16' 7' NOTE 1. THE GUTTER TO THE CATCH BA9N T }
T RAILING tmptMnhWtaL
ON THE DOWNHILL SIDE, DO ~.• ` in
SIDE ELEVATION o ;:;:;• (BY HERS) imu • •
.+:••: SHALL BEGIN 5'FROM B W >•
.03-:• `•= THE CATCH BASIN. O O tcn
o c 1 2" PLASTE zi E•- 2'-0"--a{ 3'-
­0 O"
�j FLOW UNE 2)STEPS SHALL BE INSTALLED IN
o o l/ �� CAP UNIT
02 .Oj OS �04 o ALL CATCH BASINS OVER 3'IN DEPTH. � / M
ie ^ 2-2-G.I.PIPE OR PVC PIPE I• I, TREAD SURFACE i, 0 O= }
DEPTH SHALL BE MEASURED FROM THE m
:•:•:: :•: 8•MIN.,OVER 12'DEEP 12'MIN. TOP OF THE GUTTER TO THE INVERT d A 22Ao W mW
.0-2= �.04 UP TO 8'FROM TOP OF CURB. OF THE CATCH BASIN. A 7� Kl=g r p w0 I.L
Oi OS o 7q HOLES FOR ays n -e o N c� m i'• i I I-'"I
�.03 _� %O9 5 3)SIXJD CONCREiE BRICKS MAY BE o o a a� B" MINIMUM; OVER 8' DEEP,
HANDLES 15' z- r, < _...
H. ;• ^ ^ USED IN 4X4x8 OR 4X8x16 SIZES. -SEE DETAIL- ~e� no �" o< `,4 W L0F •°Z 12" MINIMUM UP TO 6' o• o <
4)NCOOT APPROVED PRECAST O © C-)
oI"ilo FROM TOP OF CURB. °o "•• > N f' W Z
' '0� .05•• CONCRETE BOXES ACCEPTABLE 1, -" " DO ZMGD o• , 12" BLOCK UNIT , 2 W
� _04 Do_ .• ` I•'•'-�I 15, USING STANDARD 5 CASTINGS. = z o " '•. N °• :.`.%
5)DOMESTIC CASTING REQUIRED WITHIN oo T*f ••; °a O G
1D T STREET RIGHT OF WAY. o v y C) a o. •°a 6 v O
4 •° • CONCRETE FILLED
.00 06• � PLAN OF COVER W� _ _ _ °' °
-< '2'�m E Z o
�.OS GUl G11 `07 �.e-6-•.� n¢ � Z e 0 3000 PSI CONCRETE ° •• • • a POST HOLES S
o %•- i° ~•.'•.0 )� 3000 e o a ,_�_]]__ P .^ U W h►'8'- cc Z Z
4- Oi•. O7 P.S.I. e e°. °°' T j 3 t,� N 3'-0" 2
3 O6 02 ` OB CONIC. a L/z.D a o,o° •o �i D 1 -�- V) J 4'-4"
12
L o `- ° °, o' 6, _ 6" UP TO 12'2- DEEP ;i' 2'-4 ' 1' 2'-4''/2 I.I I YZ W m
::• e e°e o:e" e° o• 12'OVER 12'DEEP /z' �R W d C 02•:. ... LLJ
5'-3 a zziM 0 �H E IO O CC
En
• �.OB•• -"I 6. e e fi.4. -►I SECTION A-A �� mm. a u
=.A E NOTES: �/®
o g" 24" Es _Iz xww ® e r� HANDRAIL DETAIL °-
STANDARD C.B. STEP wi sWo 1. FOR 24" RCP & LARGER USE
E 3„ 4„A .I.7 3, 6-+�Yi '-►�.e-7%z`-• - ¢ w_Qy PIPE DIAMETER PLUS 12" FOR
Q 6" ° a °. e 3-)13 REBARS �� Is a
'3' 10" ° 8'LONG I 5 r[- I� O au MINIMUM INSIDE DIMENSION, O
7" 3' -� �`+1� +{'e4 r� /+ E © J�o 2. 24" X 24" CASTING WITH 12 NOT TO SCALE W
a •-- a 6"° 6 8• 6 N PLACE Fs-SEC-TION B--B °I VmeI pis IS
a � � °0 15" & 18" PIPE, 24" X 36" NOTES: N
Ic
6" • ' • '• 17- ' ° I A TOP VIEW ' W - r 3 CASTING USED WITH 24" PIPE ) r
o r ---, ;;p Rai a OR LARGER. IF PLACED WITHIN 1. AUGER THROUGH TOP GEOGRID LAYER sls a-
- 18 12 a 21Y•' o00 00o io= t2 PUBLIC R/W CASTING MUST BE WHEN INSTALLING POSTS.
• 11
e se j�ROUND TRAFFIC BEARING TYPE PER
1 •• e$°aes�4 IY{-s� - 12'Ile-T I*1'/� E NCDOT STANDARDS, 2. MAXIMUM SPACING FOR POSTS PENETRAIONS N p
1. 30" CURB GUTTER 2. 30" VALLEY TYPE GUTTER q
O z-2•PIPES n r IYj• p ELEVA71ON 3Y` �e O O SHALL BE 6 FT. z
° NOTES: LONG
ON A s _L SLOPE-16.mow - +IV Idir • h
O 1. 10'MAXIMUM BETWEEN CONSTRUCTION JOINTS. TOP OF C.B. 4.1 SUP RESSTANT CLEATS - �_'$o. 3. USE 4" X 4" X 8" OR . X T X i6"
15'MAXIMUM BETWEEN CONSTRUCTION JOINTS - NO.NUT - +,'' vaoo SOLID CONCRETE BLOCK. CAST IN
m ON MACHINE POURS. 2'-6LN. NRF�BAR oaaLoS oN TiG'-18NC PLACE OR PRECAST CONCRETE TO m
8'MINIMUM. r 6,6�d RESISTANT I'•f-6•�M,.) 7f• 4L/2 'd•iA T7 d•
C 2. 1/2" EXPANSION JOINT EVERY 90'. °�12'�' wttmAl MEET TABL O.T. STANDARDS
O 12•MINIMUM UP TO Ir DETAIL OF HANDLE _ -►��_ ACCEPTABLE.
3. 3000 PSI CONCRETE MINIMUM, 4" SLUMP MAXIMUM. s'FROM TCP or CURB. 11
t 21L/� _� E 4. FOR STEP REQUIREMENT; SEE NOTE O
4. LIQUID MEMBRANE CURING COMPOUND SHALL MEET IF STRUCTURE IS IS'TIP. ELEVATION SECTION A-A
m THE REQUIREMENTS OF SECTION 1026-2 OF NCOOT GREATER
THAN
5T p/z•_�! I•- -,•) It_IYz• SLOE ELEVATION v m - 2 ON STANDARD N0. 30.OT.
O STANDARDS M NTS SPECIFICATIONS FOR ROADS AND SHEET 1 OF 2 SHEET t OF 2 E E z a SHEET 2 OF 2
To EXTEND 8• I/4� CITY OF RALEIGH �p �� Ix-c.L= CITY OF RALEIGH
STRUCTURES. BEYOND THE STRUCTURE o o z w I. 3'-0' 4.� CITY OF RALEIGH O
0 CITY OF RALEIGH CITY OF RALEIGH / ,
► 5. ALL CONSTRUCTION JOINTS SHALL BE FILLED PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT 1z' �,� PUBLIC WORKS DEPARTMENT Y PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT V� J V
0 WITH JOINT FILLER AND SEALER IN ACCORDANCE Y='° 9Y'4• rn
6' fi' REVISIONS DATE 516106 ORARN Bl REVISIONS °ATE 7/J/oo DRAM 8Y.•J78 N O oy o REVISIONS °atE 7/6/06 DRAWN BY: Wo I 4'-4" REVISIONS oAttE: 7/J/ao °BARN 8Y.• JIB p
o L WITH NCDOT ROADWAY STANDARD DETAIL 846.01. REVISIONS ogre: 7/3/00 °RANK BY. JIB o;q o• .;a 5124104 Jrr w 3 I a 5/20/of Jrr 1 ® � -j
IB THE JOINT MATERIAL SHALL CONFORM TO SECTION 5/IJ/O4 JR oo°o• ao o. •e•e oeoe 5119104 JTT CATCH -"I z>a BOLTED N l.
CURB aee•.e e ,•a e•o°•°a• =ae••e 5' OM 616/O6 WOP !ljo a 616106 WOP STANDARD a Z
a D 1028-2 OF NCDOT'S STANDARD SPECIFICATIONS FOR 6/5/06 rTT 616106 LOP BASIN E En COVER
i {{,�
00 ROADS AND STRUCTURES. 1112107 WDP AND CATCH
GUTTERS a 3000 PSI CONCRETE 1/n/o7 tloP 1.••5•••.I I•.-5'-.j E �Q �- �
t 6. ABC STONE REQUIRED UNDER ALL CURB & GUTTER. 5/31/07 JTT 5/31/07 Jrr BASIN CASTINGS N s o ASSEMBLY DROP INLET
M Q Q
END ELEVATION HANDRAIL
W C STD. # 20.21 - DRAWING NOT TO SCALE - STD. # 30.01 - DRAWING NOT TO SCALE - STD• # 30.11 STD. # 30.11 - DRAWING NOT TO SCALE - STD. # 30.03 3 0' SEE DETAIL BELOW Lu
O N0.3 REBAR 3•D.C. 1�•�� TYPE I OBJECT MARKERS TYPE 2 OBJECT MARKERS vm TYPE I OBJECT MARKERS TYPE 2 OBJECT MARKERS o� c Z m
N t~-kc
- E,'�1 IF-< LOW PERMEABILITY SOIL c 2
C PLACED;. u SIDES. ICE' z Q F 3 CAD p SIGN `t F-- c* J
L''1 p CROUi FRAME Z = O 2E =
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O O d C3 D 1 E a U O Im Q
m NOTES: r�'r=O "'..coLL J N M O --� REAR OF SIGN IN MEDIAN Ui J y 1 I ® V
r n O -4 ALTERNATE 1 ALTERNATE 2 O O m=Z H�--i=> TYPICAL APPLICATION OF TYPE 1 OBJECT MA11MRS O O GI"_� p
I.FOR 24"PIPE 8 LARGER USE H -'i aLLJ O O n-I INCLUDE MARKING OF OBSTRUCTIONS WITHIN THE LU¢Z LL ,
O itGI- LI=IIIi`IIIh mr�1pl�illl%I) PIPE DIAMETER PLUS t2"FOR C47 0 n TYPE III OR IV HIGH INTENSITY H U O= _ m ROADWAY, SUCH AS SIGN SUPPORTS OR RAISED ISLANDS. H U O C=.y ` ;•• `� y
III+� MINIMUM IN90E DIMENSION. _•tI z D9 M YELLOW RETRDREPLECTIVE SNEETINO 8� ALTERNATE 1 ALTERNATE 2 LD 'Yt TYPE 2 OBJECT MARKER !.�y;';.;! '•;•, MW
IIii�o y= -_ - o •II1�L (n �j MOUNTED ON .125" ALUMINUM PANEL =I Z Z M On
BOLTED OR EPDXIED 1a-_~Z 1 I Z
0 ADJUST 10 TOP ' •' A'CONCRETE ...." O 2.USE 4"X 4•X 8"OR 4"X 8"X lfi" S.D O n B•. (/3�- O O TO SIGN POST to I W O J J J
C OF BPoCK z SOLO CONCRETE BLOCK. CAST IN ?SOH 18" X t8" J /' '• '
DO S PLACE OR PRECAST CONCRETE 0 y o „ „ i] � __ O O
O = t X 18 ° 6+., I CON n .�.)� 1 TYPE t OBJECT WINKER �OM� Ll ~ Tt�';�° �. i:,\,:;` i' '`,' :\: "•' Q
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I ACCEPTABLE. D °I PRISMATIC PLASTIC .1 Z '} D a 4'MIN. = Z > z WiL7 u] Pi� YT•r �. j,'\ \ /
1 2'PLASTE 2'MIN ACCEPTA
Y MAX. 3> ®+ ,'.' 4a REFLECTORS �i i p'I h4 ° 0-
F,
ey 3.FOR STEP REQUIREMENTS, (n0 4 8'I ® W O O TRAVEtMY TRAYELWAY 1 W O to Z t'7 _+/'/ :%`/.''• / /`„i, D
m B-MINIMUM OVER 8'DEEP SEE NOTE T2 ON STANDARD ° •
L 12'MINIMUM UP TO 6' Z • 1 .e`er''"• \• `"'
2 NO 30.01. �I' 4'MIN. l.J VT i-• `-%` '`i.. ''•i .;� % "�`.:
+ FROM TOP OF CURB :o. •° i 4° O Z RAISED ISLAND MEDIAN ® W
C e I ` °+ YTMEILOIWINETARROREFLECTIVE SHEETING
° d IVHIGH INTENSITY TRAVELWiAY L U Q .^ � :`'%• VARIES
.o a :�• E� • MOWTED ON .125" TLLUMINUM PANEL N Z •.,.;` o
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3ODD PSI CONCRETE o•„°�•p;.u•po�i:o:°o i�oi:•p°:.o; V;./ .. a•
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.• o. ••<� •.a•• m PRISYA DIA YELLOW O
L ° o ° " TYPE 3 OBJECT MARKERS STANDARD MODULAR UNIT •'};-' �'.;�..
END OF ROAD MARKERS �' Ln ;-� �� '-'
• ° REFLECTORS m TYPICAL APPLICATIONS OF TYPE 3 OBJECT fZ oil
N rr��yr1�J,�- .., ,.:.j :• /'"�',`,`'is,/ J
+ g• 3,_0. ••e"• CONCRETE SLAB TOP 9 2 MARKERS INCLUDE DELINEATION OF BRIDGE PIERS, TYPICAL APPLICATION AT ENO OF ROADWAY DEAD END O ^''CiO�' / d '<i �' ��.�://'i/•!-', /.';%
L Z (y illf O ABU INTENTS Ate RAILS, CULVERT HEAD WALLS REGARDLESS OF WHETHER GUARDRAIL IS INSTALLED W d ;`�;� C•`a': `.'`..•
L Fri Z em NARROW SHOULDER DROP-OFFS, OR OTHER '
HAZARDOUS ROADSIDE CONDITIONS C3 S :I f�Lp
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® 3 MARKERS MINIMUM Z ���,.,,
L CLASS CONCRETE W 3C 3. cc '� W BRIDGE TW10 LANE ROADWAY 6'7YP. 6' TYP. .JT:.,:,L�r' �,'�•� i``. / /`'�\`•�;
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LEVELING PAD r %`' _ '
' D MOUNTED ON .125 ALUNUM PANEL @' N e..� 1- I 1 "1 O �l� /
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a MIN. DRAIN cp
REFLECTORS TYPE 3 OBJECT WINKER W J
W- 1 OF i TRAVELWAY a DIRECTION of SHEET 1 OF 1Lu
0 '""� SHEET 1 OF , 1264® 211264.021 KEYST RETAINING ALL Ii
m - DRAWING NOT TO SCALE - SHEET 1 OF 1 264 a®� TRAFFIC FLOW
L , CITY OF RALEIGH 1264.01 ® UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES, NOT TO SCALE p
a PUBLIC WORKS DEPARTMENT © OA
tD m �_,•_D•-_.� INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO
L REVISIONS DATE 713100 DRAM BY: JJB
BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY v
X0 �.--------4'-4- - STANDARD © © ,��. ��/, CITY CODE. THESE FACILITIES HAVE BEEN APPROVED •
JUNCTION BOX 5' 3.5' 2.5' 3.5' `z' BY THE CITY OF RALEIGH AND SHALL BE SO NOTE: V�
E 1/4" FT. C&G 1/4" FT• INSTALLED UNLESS A CHANGE IS AUTHORIZED BY 1 , BUILDING PERMIT REQUIRED FOR RETAINING WALL.
, e fall
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:: ?i.•. 0 1/4"/FT. ♦ •sea °1
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. `1 2'/ ACCEPTANCE. KEYSTONE CONCRETE MODULAR UNIT. COLOR IS TO BE ® • ° !/jjr�ae�°••• a
Z 0 1M •"p , ooao o •o0.00o•Oo• oa e�•oo' • o O o°o Oo�••O,eo O,o Oop 1,
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o Y SIDEWALK '°•'" e e \ F/ \ /> I SIGNATURE: PROVIDE FINAL DESIGN. DETAILS AND SPEC I F I CAT IONS a0.
N •a \ \ ..� ,�� �j�SEE NOTE 2 CERTIFIED BY A LICENSED NCPE PRIOR TO CONSTRUCTION. r-- 230T2 S��
Of \ C BITUMINOUS CONCRETE © SHT C2.0 • e
N o TRANSPORTATION SERVICES: •• /% •' •' 6
w x AGGREGATE BASE COURSE EO TYPICAL SECTION -4,. f'®•:;N�1 .%,jpP`<,vex
o M a COMPACTED SUB GRADE QF COMMERCE K DRIVE °°i••.s'!' •M
to ( SEE CITY OF RALEIGH STD. 20.31 8 20.32) PUBLIC UTILITIES: ° •e�1►�e �sC ''
w z °o° CONSERVATION ENGINEER: ®® rYJ�` W ^ U. Z
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ALL MATERIALS AND CONSTRUCTION S AND SPECIFICATIONS.
LG
Lj
P CL NEW MANHOLES USE AN APPROVED BITUMINOUS BUILDING WITH NEXT UPSTREAM MANHOLE N/QNER A1N MANHOLE FRAME AND COVER wy iull���� z r ¢ W
�i BASE SEALANT THAT SHALL BE APPLIED TO J L7 IllV,u W 3 U� w w z
SEE C.O.R. STANDARD S-25 THE TOP OF THE CONE SECTION To PROVIDE COVER 120 LHS. MINIMUM o:J il� w ¢ Z Z ¢ Cl
FINISHED GRADE THE LOWEST DRAIN/LINO BLOCKAGE/N /N ¢ �i\- ' ' Z R x Q J >
FOR MANHOLE FRAME AND COVER A WATER TIGHT SEAL.
a rri } z Iq �� n w w a W £c� -, ¢ - w _ 00 y
-Iz a �o .R1., • raw xo t� � .\, a v £ = r- x y
w z ily�� w r `�' w wzP$ LLOQ
w= ow r ¢ °'tllu. tvd � � fRLJ z w 7-- q zw wpz
.• '° v 2'_O. 'a ¢W a u u w�� ' ¢ $ 4'•:•Y'.?pn a.' :v'.v. o (ail 0 z y 3> z a
\.'i-, .n•4:q' (U Z •-' W 0 Lj �W ¢
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FINAL UPSTREAM £f-y yl��• p ('') ..+Q:'r 9 pwq at >W J y a:F- L', U 2 w q 1--
BACKFILL / '�. MANHOLE T w I ��`' y �O o °nb. y ¢ w¢ p z y
/ •°. I :.• [ "-'- � J 0 W �\�• (l.l .--r • :'3•e s• 0 Y M Q F- ¢ W U I Q =W 1z
/ ,t MAX :• (U Q'• J Q�'y •" w W IA �r h CJ
24° X •' '°' ECCENTRIC M.H. CONE MAY STREET I-W III��• w aYt4• I- w H J z J = y A i-
UNDISTURBED SOIL a.' BE USED ON 8' , 10' AND SEWER F Z= q 1i• .', ' p w ,%b �Q U w ❑ 0 M z J w
F F. 11�V 1- a! a• � I8e W Zy gQwJ {-
r, Qo :L .113 w p d P.o� > w a! w� wQ Q
"O 18' SEWER MAINS. MANHOLE SERVICE 3 1/2 21 O J w 1+_ z w x Li i� • w r_ •n"'�a J w L, £ w gp= q
��11If�`�' `v�1/l Mwz Li w ai ¢ � <'Iff a a a a.. ...e•:4'":o°'' "�"''• •'v.. .o. t > > >~ J 7 r¢ w R x _3 0
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A' "s MANHOLE CONE AND BARREL F.._ FLOW -!� \~ W > > L.- L7�`I`, a Z \ uj LJ 2 2 x }o M Q e- L Q U
SECTIONS SHALL DE AS PER f• �\ M F a 3 II \':'• .' a 0 0 �. ¢ > 0 1- W 0 M L_ y £ £ 0£ Q
..•• ;•'e, ..� ASTM.STANDARDS 0 w vo U ¢ w ,a... .e t•.••. W Q •" z 0
p O ° ACED y Z W ^ w H t:.'.4'.":.. Q.• . U R' J O z .-: (U ri V
• 4'-6' DIA. AS •'. BLOCKAGE fp Q x 14 R v, . w LO : w 8 ■ o0
REQUIRED J BACKWATER CONDITION INTO BUILDING in R ►a '• n Z w ti w N 1Ii
INITIAL :' '• ¢ : . ¢ r ,
WITHOUT BACKWATER VALVE ® z A. . . R Z;J E Z ° z r V N
,q:q Q:o q W 4. l7ZJF W 0 U
BACKFILL i .' w W A. > Z Q;T a rY '0' RING SEAL 0 w w q•.v,. . • a z� F- o y ¢
.•:%: ��.: s i } ¢ J ¢ t+' £ 0. Q q Z y al l7 0 aD 2
SPRING l[NE #67 STONE .: q. -F > OR RAM-NECK O z w e, = o I
o°ad,g ee 4' 4.:, n Q F n: r• •J ~ FQ-Q q } ¢ R 1\ \ W W O J
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HAUNCHING o °°, PIPE GRADE ;•<, ,,
9, gee ,ogoe° � ;P.. 0 i:.•a RUBBER BOOT a w > y' ¢J¢Z a w z ¢ z C. � e. + z � Q t' q � p N
•°O 4' BEDDING •.�a a.: •v',,. _ LATERAL INVERT SHALL NOT _ F- w q �
Of W W O U Z U g Z F- a J w H H y ro W R £ G4 Z Q 0 0_ ®'A
o e e •o'a �,•---- --BE LOWER THAN MAIN SPRING- �25 1/16' u 0 W q = "~ _ ¢Q is y }- I H y °tJ O ¢ I+J-
'•:p;'.' ° LINE. MANHOLE NEEDS TO BE y t0' w 0
Q•� .P••" '�•Q•• ABOVE 100 YEAR FLOOD PLAIN -'�• -23 11/16 � 1 0 f~il 3 q w U y W 0 CU W W Q• .' . : tJii ¢ in y R d_ _ O(�'
. .D' o .,... :..�,'� :? OR SEALED AND VENT TO BE 1' J z 0 W £ w y m J Cl) M '. .:.'. a J Q r a y W 0
TAMP WELL UNDER /MINIMUM SIDE :v.;. •,d •:o •: ,.s o,••••.'.o,: 6' ABOVE t00 YEAR FLOOD PLAIN. 1!
BOTTOM HALF 6' O.D. OF PIPE 6' CLEARANCE D':'. V ° !,V'.y'•• '•ar{ •" • VHEN MANHOLE TOPS ARE iN w £ x ~ _ £o r3 o C3• • w a `" w o ¢ Z a 3 of '" W a 2
_ � 0 > F-• t> LJ p W Q W w Q J J q £ U a! F W y y C3 Vh W
EXCESS OF 3' ABOVE GRACE. BUTYL-NEK OR �- 3 as Z--z w J y J y ¢ w y > ¢ Oe
OF PIPELU
.y Vl J t0.' o q CU ¢
9' OUTSIDE STEPS MUST HE APPROVED N cc
PROVIDED. SEE STANDARD N w 3 ¢p£ c q R ¢ ¢ a: .0 '•'•'., , � 1•- J W z
SEALANT 7 1/2 }---- 22' w \> F- 0 J y(Y `¢ u) ¢ p w w £ w > >Uj °� a f I F-W O
SECTION A-A T S-28 FOR STEP DETAIL IN W W H Q pp y a• y l.. q q q 0 > Z 1=Cr. W
NON TRAFFIC AREAS, TOP OF BETWEEN FRAME a x aL 1.1 V 1a L3 w •°: \ tL y -� '' w CD 0 O
TYPICAL TRENCH BOTTOM DIMENSIONS FOR FRAME AND COVER SHALL BE UPSTREAM
MANHOLE AND COVER N ~ J Q Z�W 0 p w > -J' 0 F Y Z 1 J W! O u• hu
INSTALLED A MIN.OF 1'ABOVE � ';s:. tL g.•••• a n. 'n J J ¢ � W U¢ .. 2
SDR 35 PVC GRAVITY PIPE FINISHED GROUND SURFACE £ O;O U Z 0 0 e J p W q 0 0 W a
•°. �. � •. SEE SEWER DESIGN SECTION STREET BACKWATER �-- 25 I5/16'--� x > f=- Z Z N pq S Q a, ¢ y U R > W _
SEVER VALVE f- eZ-, a-q tM Q d ¢ g w cl H Z � Q q as
•.d' b. SERVICE n J� 33 1/4' 0 J W> £ dr £ p J N y O_ w W > N
NOTES: __
aches requiringshorin and brncing, dimensions shalt MANHOLE 1
1. For Ire 9 A v.e •o`a A MIN. 9 COMPACTED R67 STONE E--FLaV W W ^O A-I w LO a V) = IY 01 W ¢ � \ U Q J e'pip M
z be taken from the inside face of the shoring and bracing. BASE To HE INSTALLED E- FLOW NOTES- J t- 3 tL w J w x w ¢ w
5/8'X3 LAGSHIELD IN HOLE L) m o- z 04 ¢ x a f L) a 0 w r W 9 N c
G �. " UNDER NEW MANHOLE DRILLED INTO CONE OR °:
_ 2. No rocks or boulders 4' or larger to be used in initial bnckfitl. Z �a a 4i w Li r- w z W ¢ ¢ LI a £ 1U R o0 w L7 ¢ in
I- 3. All backfill material shall be suitable native material. : IN NON-TRAFFIC AREAS, TOP OF BACKWATER CONDITION PREVENTED BY i) ALL MANHOLE FRAMES SHALL BE RING WITH ANCHOR SUNK T❑ £ ¢z ao w
Uj
Q FRAME AND COVER SHALL BE BLOCKAGE BACKWATER VALVE BE DOMESTICALLY CAST HOT DIPPED GALVANIZED ..�• w p F... x % 3 £ a fU (U Q (U fU 0U�O L�7 d N y N o
DESIGN DEPTH, AND 5/8'X3' r 1 w :w w x I-r
4. Backfilt shall be tamped in 6' lifts in traffic areas, 12' in INSTALLED A MIN OF l' ABOVE 2) FRAME SHALL BE A MINIMUM F- f- w J U y y v �+
FINISHED GROUND SURFACE. PUBLIC ROW AND 160 LHS. IY z ? H PO ¢£££vo a 00 •, N M v i(7 to m o •" y N Vf
WEIGHT OF 182 LBS. WITHIN LAG BOLT AND WASHER. w w W
non-traFfic areas. z Y £
d•'• P WITHIN EASEMENTS. Z 0 L) w ! ®� W C9
w Ao.�, CITY OF RALEIGH CITY OF RALEIGH 3) COVER SHALL WEIGH A CITY OF RALEIGH H L�2 > CITY OF RALEIGH CITY OF RALEIGH HHH® ®G N W
p CITY OF RALEIGH > ,a°• MIN. OF 120 LBS. Z Oe F- ¢ Q mi
DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES 4> ALL MANHOLE FRAMES OUTSIDE DEPARTMENT ❑F PUBLIC UTILITIES n DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES 0 QW
TRENCH BOTTOM DIMENSIONS AND BACKFILLING STANDARD PRECAST SANITARY TYPICAL SEWER SERVICE OF PAVED SURFACES SHALL HE W w TYPICAL SANITARY SEWER STANDARD WATER AIR awl -a
BOLTED TO THE CONE STANDARD MANHOLE COVER a¢
w REQUIRING BACKWATER VALVE > J F Ep
REQUIREMENTS FOR PVC GRAVITY SEWER MAIN SEWER MANHOLE SECTION OR RING WITH A ¢ Q J LATERAL CONNECTION RELEASE VALVE di
MINIMUM OF 4 BOLTS PER
p DWG. N0.REVISIONS DATE REVISIONS DATE DWG. NO.REVISIONS DATE REVISIONS DATE DWG. ND.REVISIONS DATE REVISIONS DATE FRAME. DWG. N0.REVISIONS DATE REVISIONS DATE o DWG. N0.REVISIONS DATE REVISIONS DATE DWG. N0.REVISIONS DATE REVISIONS DATE ` =W iA
Y,C,q, 12-31-92 aee 2-21-os RRH 3-31-00 3-1-87 3-1-87 A.B.B. 2-9-OS Y,C,A. 2-31-9 RRH 3-30-0 ABB to-a-oa t2-31-91 .I C7.r�-
TD NOTES 3-1-87 D,W,C, 9-3-99 S-20 S-42 S-255 S-30 W-19 (n W a "
IS-5 7-2-82 RRH -30-00 RRH 3-30-00 n' 2
RRH 3-30-0 .C,A° 6-92 A.B.B. 4-8-04 3-1-87 RRH 6-7-00 ,w Op
> Vi APPROVED METHOD FOR EXTENSION OF VALVE BOX NOTE.2'x 2'x 6' CONCRETE 2 I W O
sT w PAD REQUIRED ON ALL VALVES, ® U Z=
r PROPERTY 001
; W M ti Z C NO PRECAST CONCRETE DOUGHNUT ALLOWED.
m
PROPERTY 2'X 2'FIRE HYDRANT EASEMENT FINISHED GRADE x a w 'm w Z a: -1 y a
MINIMUM 36' HORIZONTAL CLEARANCE \ \\\ \ w q Q o: w F- J w P7 0 d3/4=;l a
LINE FROM ANY OBJECT. I MINIMUM 36"HORIZONTAL CLEARANCE FROM ANY OBJECT. a U s6 >; �?' 2 : 'o /y�♦ + M M W
W V �Mf•!J.
::' ''° ':': '''': :. .; _ >o z q o > r ¢ w cr 1/4' L/4' SEE STANDARD W-18 d ' y� .
_ .:•::•: ;.:•..: :. ,.:•,.... w w o ¢ w 3 w y W �e a -FOR COVER DETAILS. ;, ae
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I / •:.•�', :•'.:, J Y H F_ y U 2' �, W 0 0 2'
FUZE HYDRANT,PUMPER NOZZLE TO BE
''`•` '''" ¢ w Z y j nw w w n 0 y !_
FIRE HYDRANT, PUMPER NOZZLE TO POINTED TOWARDS FIRE TRUCK ACCESS / _ . CD
ao¢a> irw� a O } a � z T M 11' 6' -16 Q'• � m
BE POINTED TOWARDS FIRE TRUCK ACCESS. 24` w 0' a w �- W o 25 t o
EL
TRAFFIC FLANGE BETWEEN �03 3' ti ax o z N I STANDARD VALVE BOX
OR% /:.':'•:: 6�' TOP SECTION TO BE �2'� l'A
p DOMESTIC Z Co
3'•-A`•::. UNDISTURBED SOIL x W P4 r "I W A 80 LBS. HEAVY WEIGHT W
° i4IN `' cv awl 11 w w c\'1 oy z a. PAVEMENT rZ
2' - 6 ABOVE GRADE I R v w a C ,t CASTING Z
5' 3-6 CURB AND GUTTER
SIDEWALK PAVEMENT i I FLANGE MUST BE 2" - 6°ABOVE GRADE. BACKFILL Dic a
I o r �20 t/8'� t 1/2'
CURB AND CUTTER J y A"�'a ,'�. VALVE BOX °• V 0
: `,
L 6' GATE VALVE O Q /''''• : '•'. ,Q-Iw LXi Z } SECTION C-C COVER �••,..•,:.
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VALVE BOXY I SIDEWALK o f of r- W
m
°r 1 COMPACTED BACKFILL CONC. THRUST PAVEMENT w 0a 3 w nW w z NOTES,
o (TAMPED IN 6' LIFTS) BLOCK H a 3 Z VALVE
E .W.1 2 O
L w a a \ ¢ w 1, COVER WEIGHT: 13 LBS +/- 5% O y
3 _ .:., f / w 0 � w P4 USE 5' SOIL PIPE
..r•:;�.; ••i: :�i•. - 6"GATE VALVE I- J H 2. LIDS TO BE COATED WITH a F�
:',' w n } FOR EXTENSIONS
L p z U. O.
vvex £ w Q
m :� MIN.•BRANCH•PIPE
ALE 0
BITUMINOUS COAL TA GATING
c y.• 6' 2'6°MIN. CONC. TFRUS I- h r £ a R C O cc
J'
c ;� = MAIN COMPACTED BACKFILL BLOCK i %. m C3 vi w r- W w y 3. HOLE SHALL BE FITTED WITH A O
•.ate... :•.,, ' f (TAMPED IN V LIFTS) *:;. tL Z L7 < w M TAMPED W W
o \ n p w w 2 �' w w METAL GROMMET BACKFILL' '
0
la 3/4' HOT DIPPED ,_ D, } ¢ Q a w CU a a V O
L CONC• SETTING SLAB , 1
o ALVANIZED BRIDLE s"MN.BRANCH PIPE a o w z a q ' a
4- 1'-3'x I'-3'x 4' THICK ROD MAY HE COUPLED MaN ° ° QLLI
C MINIMUM SIDE o L� � Y Y q y Z ow Ex > I- Q 1.8- PRE-DRILLED HOLE 7/8' C= d�pNCE, 6' OF #67 STONE/ CLEARANCE a w U w z Z w 17 w z r d�
0 3000 P.S.I. CONCRETE ( 6' D. OF P[P 6'
WHEN ROCK a a- le z c4 U 0 ¢ w y >
THRUST BLOCKING .. A C4 'w£ ¢ w w B ~
c 7 CU. FT. CRUSHED -• N
NDISTURBED EARTH, T o OR WATER IS `" w 6' t/4'
STONE MIN. �4' HOT DIPPED BRIDLE ROD MAY 8E a C3 z w £ w ¢ y o_ x a. o WATER ALV M ■1 0
- wo ¢
m NOTES= COUPLED oNE TIME. ENCOUNTERED z x w > a- w o � ? a U q z CL P° ° £ AT TONC.SETTING SLAB w I- 9i a J £ 1- Q ¢ z q C3 w ¢ ° a: 3 z W A E R o 0
I. FIRE HYDRANT SHALL BE AS MANUFACTURED( NUELLER, AMERICAN DARLING, KENNEDY, M & H, I'-3"x1'3 V THICK 7 CUST.CRUSHED STONE MN. > Q � inn ¢ w ¢ w a ¢ w J > = 0 w o 0 MAIN
WATEROUS, CLOW. EAST JORDAN IRON WORKS, OR US PIPE J w > C3 H na o 0 £ > p w H I- q STAB-IN C.I. OR
2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-96. 30D0 PSI CONC. THRUST BLOCKING Q z x w (X a d w w �\ ro\ AMPED N 2
UNDISTURBED SOIL
>w 0 w y z CL a. y w o as Od w F w L_ w In 11 D.I.DI PIPE GASKET BACKFILL
0 3 6' GATE VALVE SHALL BE AV WA C500-86 OPEN LEFT. NOTES: w m n r- w w w Q a: ¢ 0 ¢ � p q a¢a = 0" m s
m 4. STEEL RODS AND BOLTS SHALL BE 3/4' HOT DIPPED GALVANIZED, NDTESI o - w ¢ w w F a 1.75' ( NOTES: y m
. w Y Y J w X a z 0 q ¢ _j METER �t.
I. Trenches requiring shoring and bracing, dimensions shall be a 1- ..: L) w o W £ Q x w ¢ Z Q 5 v2-s sie• MAI ALVE HOX NOT TO CONTACT WATER
5, FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSTION, 1. FIRE HYDRANT SHALL BE AS MANUFACTURED:MUELLER. AMERICAN DARLING,KENNEDY,M&H, ❑ w Li a• t C3 ¢ . p q
0 6• RODS SHALL NOT HE COUPLED MORE THAN ONCE. TF THE LENGTH FROM THE VALVE TO THE WATEROUS,CLOW,EAST JORDAN IRON WORKS,OR US PIPE. taken from the Inside face of the shoring and bracing. I- oa £ J ih w to v £ J - Pi 0 = o ¢ C3 w 2
L HYDRANT EXCEEDS 20CT, THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE 2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-96. . 0 I- f- 2) ALL TRAFFIC CASTINGS MUST BE CLASS
x 1- I- .•.O4 35 OR GREATER.
0 3, V GATE VALVE SHALL BE AWWA C500.86 OPEN LEFT.
2. No rocks or boulders 4' or ¢ w y W Z w W Z q y '- 19 1/4' 3) FOR ANY VALVES OVER 10' DEEP, A ' W
SHALL HE INSTALLED NO MORE THAN LOFT FROM HYDRANT AND PQURm IN CONCRETE. 4. STEEL Roos AND BOLTS SHALL BE Lt•HOT DIPPED GALVANIZED. larger to be used in bnckfitl. £ w ~ a! ¢ I- z = w 0 a Cti SECTION B-B
VALVE STEM EXTENSION MUST BE USED TO
m 7. FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW. 5. FINE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSTION. 3 p Q Ix f J > = ow ¢ BRING TO A DEPTH OF NO MORE THAN 5'. 0Oct
STANDARD VALVE BOX 4) TOiAL VALVE BOX VEIGHT, MINIMUM OF
6. RODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE 3. Alt backfilt material shall be ¢ 3'-0' MIN. TYP. z .; nj (Yi c Iri to es Les. W
o BOTTOM SECTION
o HYDRANT EXCEEDS 20FT,THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE suitable native material. 3 y ems,
10 SHALL BE INSTALLED NO MORE THAN]OFT FROM HYDRANT AND POURED N CONCRETE. q
0 7. FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW. 4. Backfitt shall be tamped in 6' ¢ CITY ❑F RALEIGH CITY OF RALEIGH ...� V
L CITY OF RALEIGH oa CITY ❑F RALEIGH o) .� TT.
Z m CITY OF RALEIGH ANYTIME SITE WORK,CONSTRUCTION,ROAD WORK, lifts. DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES
G L
ANYTIME SITE WORK, CONSTRUCTION, ROAD WORK, OR ANY OTHER WORK CHANGES THE GRADE OF 5. Achieve 957 compaction in ,r
a OR ANY OTNER WORK CHANGES THE GRADE OF DEPARTMENT OF PUBLIC UTILITIES THE FIRE HYDRANT, THE PERSON RESPONSIBLE p STANDARD 3/4 & 1 17 S/8' DEPARTMENT OF PUBLIC UTILITIES q Z
THE FIRE HYDRANT, THE PERSON BEGRONSDILE FOR THE WORK IS RESPONSIBLE FOR ADJUSTING bnckfitl. TRENCH BOTTOM DIMENSIONS & BACKFILLING 13 WATER METER BOX DETAIL 6 7i8•-8• VALVE B❑X INSTALLATIQNCL. �' p a W
O FOR THE WORK IS RESPONSIBLE FOR ADJUSTING STANDARD FIRE HYDRANT THE FIRE HYDRANT TO STAY WITHIN COMPLIANCE. REQUIREMENTS FOR DUCTILE IRON WATER SERVICE INSTALLATION �f6 TYP. 7 s.e-8 1.2
U * THE FIRE HYDRANT m STAY WntON COMPLIANCE. INSTALLATION DETAIL
N o STANDARD FIRE HYDRANT INSTALLATION DETAIL DWG. O.REVTSIONS DATE REVISIONS DATE DWG. ND.REVISIONS DATE REVISIONS DATE SECTI❑N A-A DWG. NO.REVISIONS ATE REVISIONS DATE 10 lia'-11• AND EXTENSION DETAIL
w c DWG. N .REVISIONS DATE REVISIONS DATE "S-4 (BNK) 3_1_87 RRH 3-31-C ABB 4-6-04 DWG. NO.REVISIONS DATE REVISIONS DATE W r
W-23 W-2S 3-1-87 RRH 3-31-00 Y.C.A. 2-31-9 RRH 3-31-00
p A718 q_6_D,I WITH SIDEWALK W-3 ABB -IS-OS D,W,C, 11- -9 1-20-05 �✓-17 D.W.C. 9-7-99
m o .. CD p Z
y REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS
ft
THRUST COLLAR O 2
w o BASED ON TEST PRESSURE OF 200 P.S.I. PVC TO D.I. PIPE W Z /
Q ALL AREAS GIVEN IN SQUARE FEET. ADAPTER - USE 'FERNCO a it
m • :a.q COUPLING 445-401' OR t¢n a. 0
G m -- •' °•a ' ' a 2q q� 00� APPROVED EQUAL TO SEAL. o J
...
v A •q. .a v �Q �� �.F z in
-;•.�.a:.•.'a.. a•'A' ca
tW �_ ti� �� 4, 0�4 3 i W 4.00rr Q
Co o ©:, �;,a'. a.•;o';'e ��O h q� OQ� Q" V x _ ,qy �'� 45' PVC SADDLE Od H N a`
-o..°' t.'.a:. .'►.. 4� ZQJ 4~ �. 4 C'4� ' �� Q�k cE,Q4 q C. w ¢w go,
d PIPE CROWN n. U_J u a ..I m o-' F V�W v 4+ Q Q► V , s1 Q O i v
m :Q':o°': Q22q r. v ,Ov v � q• q ti �
� ti ,q � v � o a o�¢ a W STANDARD 4• BRONZE CLEANDUT PLUG
-/ z -aLij �P J` gOoo 4 0o Q oo ' o0 2 00 2 0o tiv'." v o
° hh p QO �O Po �O Zo O�tib q�00 �i�/rbo � cJ`�O �O�ot c
� - 6° FLOW
+m a - o STAINLESS UNDISTURBED SOIL
t In (Tf' 11 1/4 11108 1 1 1 1 1 1 2 1 �e 1
L ° "�b'ea,• C3 22 1/c'9 2,207 1 2 2 1 1 1 3 1 STEEL yX' A ,• ° _
} °° .; •:D 'o. .o!P C LL 450 4,328 2 3 3 i 1 2 5 1 . t'' •�`.. ¢ o o Vo C. ~'t `• O: ® o 0
CLAMPS :: . •:,:
- p.•ti►'Q•a:••:R 90° 7,996 2 4 5 1 1 2 8 1 G, :. �•'•.�; . s .:•y'� Tr
o° •� '� ° " PLUG 5,655 2 3 4 1 i 2 6 1 J t•~
:0 L p BACKFILL UNDER PVC SADDLE, Q� 3 3 W ~"
W $ ADAPTOR, AND CAST IRON BEND (///w///J} 0 M w •'' , K, ). '°�'i•'i ��•::•„•
L o _ 5� 49 a Y/� t�1 a y u y t: ;r�L. }. d a • ' t',•t:;r ,�:i,'
m z 8 J WITH#67 STONE AS SHOWN ON 4p P1 a O N J Y N h,. 'x r:+ �;t•tr,•i '"- F^
11 1/4 1,970 1 1 2 1 1 1 2 1 S-4. p5S 4� F�' a Q a i•S ,r :�1 ai: •t;:.::. .° .;i 1
O N •. E•�.'t• (• �• ,�A/�
® Uj z 922 1 2 3 1 1 1 4 1 4" t�� m r z¢ w ¢ ��T :f e ® O v/
v U d• Q 22 1/� 3, p�rQP n. W W N rn H '' •'!`'•:��'�i.':',it',•.,•,'••w; C :• • •.'SS'. T•••;,w���O
C Q ..o0 450 7,694 2 4 5 1 1 2 8 1 �Py`l a i •:•: '»,'.•• •:. ev:.i. °,;...'ww` :»••a»... 2
S
J -a N 0" 90° 14,215 4 8 9 2 2 4 15 2 ~"
t � PQSQ °Oo 'ope
PLUG 10,053 3 5 6 2 2 3 10 i 3' MIN. 3' MIN. }} // �,
CLEARANCE 'Y' BAR ,B, CLEARANCE V
3u V♦ Z'
L w 120 Q„° CLEANOUT FERRULE WITH PLUG REINFORCING REQUIREMENTS 3
o (n 9 it i/4° 4,433 2 3 3 1 1 2 5 1 PIPE CROWN Q Q t0.PIPE REEAR SIZE '%•eAR LENGTH •%•TAR VEIGHT •Y•BAR LENGTH V MR VENot Ra REGUMED V
450 45o V'1 6•-76• n 2'-2••a0.PAC TAt]Les/!i t'-Y 1.l LBS EACH %-N,Y-IZ O
� ¢ 22 1/2 8,826 3 5 6 2 2 3 9 1 �4 y CITY OF RALEIGH
4P 04 W o STYLES ACCEPTED: ae a R•eser w T o•.as PIPE Lsoe Le:,Pr l•-]• L9 Les EAtx x-e+,Y-leU.ce a 450 17,312 5 9 11 3 3 5 18 2 Q m DEPARTMENT OF PUBLIC UTILITIES W
' o o o. 90° 31,983 8 16 19 4 4 8 32 4 119
SADDLE " W waT J INVERTED NUT z
THRUST COLLAR AND THRUST SCHEDULE
W'-Z � RAISED NUT /, LD.PIPE 'A• •9• •C-6'-t6•, ao•-er, 70•-36•. .e• a
z °' ►''^ N W W 6--76• l'-t• 1•-7• 2• 3• P
o ~ O o o= �4 3= PLUG 22,619 6 12 14 3 3 6 23 3 � or 4 LEANQUT PLUG �y W
U H a u Q o r» F Q 4, O p. 48'a O-U, P-W 1'-e• 6'
�= o �Q 1 W 41 0 DWG. ND.REVISIDNS DATE REVISIONS DATE
q 3-1-87 RRH 3-30-00
O F- u c 7 c(F w 16" r PIPE SPRINGLINE �� Q w a..W J t
iN- U w u 7 w L VP�p��O,` vY�i>>a a W S-3•T D.W.C. 3-27-96 NOTESLU
C - W -'J1 J 1- x r o 4 u 11 1/4° 7,881 2 4 T$ 1 1 2 8 1 V 4 e • C4 y 0 1. SEE STANDARD DETAIL V-9 FOR THRUST BLOCK LOCATIONS, 6Y O m A/ H _Z.W a p W,,U 22 1/C 15,691 4 8 10 2 2 4 16 2 a Sd yhe
' LL W W W^N N 2 j r 12 W U �I
•, L W W W oe�`-`�' a�`->a W a,� 45° 30,779 8 16 19 4 4 $ 31 4 1;j w 2. CONCRETE SHAH BE 3000 PSI AND TRANSIT NIXED. / W
} m 1- m o C z`T y a= x UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES, p\ I W.
Z ,;,z =N r-w O W w o J J Y 90° 56,861 15 29 35 8 8 15 S7 6 O w 3. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER.
m m W o C7 z a 2 w J w J G o a ,, Z LO INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO tr.1•-r u
L o o y v c a a 4. TRENCH BOTTOM WIDTH [N VICINITY OF THRUST BLOCK INSTALLATION SHALL BE THE MINIMUM WIDTH g�
(- Z.: N PLUG 40,213 10 21 25 5 s to ai s ^ p BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY AS SHOWN ON STANDARD DETAIL W-3. O /"-
� m 4 W CITY OF RALEIGH v°,Z q CITY OF RALEIGH CITY CODE, THESE FACILITIES HAVE BEEN APPROVED 5. BACKFILL TAMPED IN 6' LIFTS PER CITY OF RALEIGH }
O- ro e.;;. I- CITY OF RALEIGH REACTION BEARING AREAS ARE IN SQUARE FEET CITY OF RALEIGH SADDLE INSTALLATION LIMIT _ o i-
MEASURED IN A VERTICAL PLANE IN THE Li U DEPARTMENT OF PUBLIC UTILITIES STANDARD DETAIL W-3. _
•'� DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES w �q BY THE CITY OF RALEIGH AND SHALL BE SO DEPARTMENT OF PUBLIC UTILITIES
L -- 'o�"',a, DEPARTMENT OF PUBLIC UTILITIES TRENCH SIDE AT AN ANGLE OF 9Dr TO THE THRUST z
m - :. ° vecioR. THRUST BLOCKING DESIGN LATERAL SADDLE INSTALLATION ¢ ¢a o o z LATERAL SADDLE INSTALLATION DETAIL INSTALLED UNLESS A CHANGE IS AUTHORIZED BY 6. THRUST COLLAR MUST HE FACTORY v
NEEDED ON BOTH SIDES ALONG BOTH THRUST BLOCKING DESIGN DATA
-'�•°� P DETAIL FOR PVC PIPE EDGES OF COLLAR AROUND CIRCUMFERENCE. FOR WATER MAINS
• n USE 6' - co
9lp BEND VALUE FOR HYDRANTS FOR ¢na w ¢ FOR VCP AND DUCTILE IRON PIPE WRITTEN APPROVAL. PUBLIC SANITARY SEWER
:a.:o p:•.� O STANDARD THRUST BLOCKING VIEWS ADDITIONAL SAFETY FACTOR. QUANTITY TABLE '- a °' £
DWG. NO.-REVISIONS DATE REVISIONS DATE DWG. NO.REVISIONS DATE REVISIONS DATE EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL \J C7
cv , ,a•.v. DWG. NO.REVISIONS DATE REVISIONS DATE DWG. NO.REVISIONS DATE REVISIONS DATE 3-1-87 3-1-87 3-1-87 ACCEPTANCE. DWG. N❑.REVISIONS DATE REVISIONS DATE �e■�a�����i4
RRH 1-21-00
17 RRH 3-3t-00 W_lo D.W.C. -23-9 S-31 RRH 3-30-0 S-32 RRH 3-30-0 SIGNATURE: W-� Q:•°•••°•.e��Jj•. '�
o ® N W
o TRANSPORTATION SERVICES: o s:=
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N c PUBLIC UTILITIES:
o M z CONSERVATION ENGINEER: .�ON' °"°°"�Q�.•`�� \ Of L>C
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